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303 Clydesdale Cir - BR03-001511 (BAKERS CROSSING) (SFR) DOCUMENTSt7 PERMIT ADDRESS `/ SUBDIVISION in ch CONTRACTOR ADDRESS PHONE NUMBER PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR V ^ Q MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT #30do I Ot DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE z"sor PERMIT NUMBER FEE I , 2-24— 1 99S /l : 57PH FRU A P. I CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: (I Date: The undersigned hereby applies for a permit to -:istall the following electrical: Owner's Name: Address of Job: Electrical Contractor: , on Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: AMP Service W New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building ..iw . Other: Description of Work: 00 Application tree: 10.00 TOTAL DUE: 30. 0 By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Cant's Sig re Ems' elOan 2 /t State License Number 5-06-203 7 : i 9AM I- ROM tN,4Jt+.O"°•:•I .-.?'r;nu wr•.M'.M:r...,-.v.;tl". :v.:. .. .. Permit rr : b 3 5 / ( Job Address: 3o 3 Description of Work: Historic District: CriV OF SANFORD PERMIT APPLICATION Date. Cr • L'o-i- Zoning: Value of Work: S Permit Type: Building. Electrical . ! Mechanical Plumbing _— Fire Sprinkler/Alarm Pool Electrical: New Service - p of AMPS Addition/Alteration Change of Service Tempor9ry Pole - Mechanical: Residential Non-Restdcntia) Replace nest New (Duct Layout & Energy Chic. Required) Plumbing/ New Corntnereisli: tl of Fixtures q of Water & Sewer Lincs it of Gas lines _ Plumbing/New Residential: q Of' Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial __ Total Square Footage: Construction Type p of Storied: Is of Dwelling Units: flood Zoue: - (FEMA form requirud for other than x) Parcel u: ( Anaachh Proof of Ownership R I cgal Description) ! Owncrs Name & Address: _ Li 2 I 7J r TeM• 5 O Z i I LQ' / UCr v r (aw el o FL 3Z$2-2-- Phone: —. /0.7 Contractor Name & Address: WO TC 1:74^ C a Ir z.FL 3 Z7q OD ( State Liccnst Number' _„• SZ Z YU7 - 3 28 -eao 3 _ Contact Person. Ka I e- Phone: Y07- 3-€y Phone & Fail : " - I)onding Company: •, __ sddre.c -- Mortgage Lender. Address: ArchilccidEngineer: Addrras: Phone. Fait: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no wink or installation has cominenced prior to the issuance of a permit and that all work will be performod to meet standards of all laws regulating constriction in ibis jurisdiction. I undcrsrand thus . separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELU;, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONERS, cle. OWNER'S AFFIDAVIT: 1 cmify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWK:E FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC:OkDfNO YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition in the requirements of thin 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 additionul permits required fmm other governmental crinna such as waler management districts, state agencies, or federal agencies. Acecplancc of permit is vcriAcalion that I will notify the owner of the property of the rcqu%uernrn (Mori U 13w, F' 71 ' 3 Signature of Owner/Agent - Date Signature of Conmetor/Agent Date Print Owner/Agent's Nanie Print Cunhxtor/Agent's sine 5ignmurc of Nutnry-Braga of Florida nets SiGnaturc of y Sratc tit' Flo Dutc Q)wACdngcnt is .._.._ Pciitinnny Knnwn to Me ur PruduCdo 10 API'Llt'A1'I0N APPROVED lly I t,llti: '' Ilalu) pccud l oodilinn:: —_•_ c,'u„tnctnr/A.cnt a Fer:nnaily Known to Mc u' f ioducoi U) .... ..'— Irillal & Date) - — (1111031 2 Date) (Uynal S Uatei 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 Orlando, Florida 32822 102 NARYWE NORSE, CLERK OF CIRCUIT COURT SENINOL.E COUNTY BK 04775 PG L6O0 CLERK'S # 200305991,5 RECORDED 04/ 10/M3 10 s 52 s 22 APO RECORDING FEES 6.00 RECORDED BY N Nolden NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of propperty: Lot(s) 23, 25, 26, 28 & 50 Bakers Crossing Phase 2 Plat Etook , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax ti: Contractor: D.R. Horton, Inc. Phone #: Fax H: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone ti: Amount of bond: $0.00 Fax t!: Lender: Phone N: Address: Fax H: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one ( I ) year from the date of recording unless adifferentdateisspecified): D.R. Ho Inc. 0 by: _ o rt _awsoit, ssistant ecretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 byy Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., aae ware Corporation, on behalf o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid 2otyignature Notary Seal i? IFIED COM RYANNE MORSE OF CIRCUIT COURY SEWNOLE COUNTY. FI.ORtI0J1 t91t.. oEat Irr war" APR- 10 W 5 I l Permit No.: © _ ` J ^ 1 CITY OF SANFORD PERMIT APPLICATION Date: Permit Type: Building Electrical Mechanical Plumbing Fire Alarm Sprinkler Description of Work Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (1l of AMPS ) Plupibing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gu Lines Occupancy .Type: Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: S —4eE97(--2'Q— Type of Construction: C A_CX_V- Flood Zone: Number of Stories: t - Number of DwellIag Units: I Parcel No.: Owner/A t.s25D 02 Attach Proof of Ownership & Legal Description) 1 q OWJk4ibO 1` 1_ State License Number. Contact Person: 2rK1 orot % -) Phone & Fax Number. 40-4 26-q 101 Title Holder (If other than Owner): tJ41. Address: Bonding Company: N . Address: Mortgage Lender. N16 Address: Architect/Engineer A • • J,E-aeJ i P Address: 49( tom- 11J 11 AMc .TtF 'L 32 1} Phone No.: Fax No.: 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 go mrnmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. Signathii of Agent Date of Contractor/Agent Date Owner/Agent is V Personally Known to Me or Produced ID APPLICATION APPROVED BY: % a/6 19 -0 Agent' PATRICIA COULTON NOTARY PUBLIC STATE OF FWRIDA COMMISSION NO. DD134330 MY COMMISSION FXP. IULY 26.M Contractor/Agent is,Personally Knowsr to Nk or Produced ID Date: a -t; G 3 Special Conditions: a+ w r-" I APEX PEST CONTROL- 4AS.ez Fltminecfoii . -- Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS 1NAME AND ADDRESS Nnme .•Z-t S address City/State/ZIp Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone SC Email Phone & Email INSTALLATION ADDRESS: L _5O [ j - bp; La-S t SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: '7j & agzl , DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EI R SIDE OF THE AGREEMENT SHALL GOVE)ZN THE RELATIONSHIP OF THE PARTIES. apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and 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: n. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the orlglnal twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementforSafi , .. x, per quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, 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 nrea(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 andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W INCLUDING STATUTORY WARRANTIES,PANTIES, WHETHER EXPRESS OR IMPLIED- INCLUDING FITNESS APARPARTICULAR PURPOSE, SE, OR WARRANTYICALLYOFOFWORKMANLAIMSANYIMPLIED SERVI E. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS neral terms and conditions are hereby made part of this contract andByspecificreferencehereto, the Customer understands that the ge apply without exception. i. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentrlcon "System (Components) are and will remain to property of DowElnnco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use ns Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System n. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee pald for services not yet received, and; (5)retrleve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identiiled herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitleide being applled on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex In writing. 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. DA,•1AGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right. t( revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfillin. Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuellor materials, strikes embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape) Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not b responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteration: 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have bee repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fc commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all tl 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. Ti proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators w be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvldual bas and not a 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 n• no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement Ind relieved of any liability hereunder if Apex determines, in Its sole discretion, that It Is unable to prevent or stop further damage to Prope from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing The Apex Corporate Offlce. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identif Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection was reques by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex wlthin thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 DING DIVISIONCITXOFSANFOORRESIDNTIALBuMDING PERMIT SUBMITTAL gEQUIREMENTS F I Two (2) recent boundary and building location surveys showing setbackslinesforpermitforstructures (not fences) from all structures t'o property 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: FL Foundation plan indicating f itent barfreplacement. fill bearing Nails. Provide side view detxi s of these footers Kith reinforc o b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, iocAtion(s), landings, decks and stairs. Bathroom flxtures and distances from walls are to be shown. R Note the State of Florldn requirements for bath door for complianceofHandicappedCode (F.S. 553, Part 5) o C. Elevloon eleons of vation heior walls$ eftit, west, north And south. ght per City Engineering Department ornish floor g subdivision plat. o d. Cross sections of all wall sections to be used In the structure. Bearingnon-bcnring inter and exterior. Show all components of wall section. o c, Framing plan for floor jolsts where conventionally framed. Plan to Indicate spnn, size and specles%f aterials to be used. O f, Engineered truss plan with de al s ofb acingsEngineered beams for spacing openings to carry find support 0 g, Stair details 1Asdimensions, nd guardrailgcr size, methods of Attachment, placement of handr O h, Square footage table showing footagcs: (- S.F. Gnrnges/Carports==- S.F. Porch(s)/ Entry(s) S F Patio(s) S.F. Conditioned structure Total (Gross Area) 3. Three ( 3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, n report may be requested by the Building Official or his representative. S, Other submittal Documents: p n. Utility letter or approval when public water supply andlor sewer system connection to be made. p 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 Engineerfordetallsregardingthearborordinanceandpermit. p 6. Application to be completed thoroughly And signatures provided by A licensed And insured contractor. OWNERIBUILDER 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 I. Footer 2. Underground, electrical, mechnnlcnl,nnd plumbing 3. Foundation clevatlon survey , 4. Slab I S. Lintel- tic bcatbs - columns- cells 6. Rough electrical I i 7. Rough mechanical 8. Rough plumbing 9. Tub Set I I„ 10. Framing f 11. Tenant Separation / {bewail w 12. Insulation, walls And/or ceilings t ' 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By Owner or Autho Agent) Limited Power Of Attorney I hearby name and appoint: Craig Coulton and C. 4— each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildinq Dept. of: C I -t, 0 sanv6r, For a residential permit for work to be performed at: on Lot _ ! '- . -, Subdivision 3c: Address: 72:!t- e(--,c CA_ C 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 w s acknowlE dged before me this: Date: Z ) 03 By: Richard B. Ladd ( Contractor ) Who is personally kn wn t me. State (if Florida CountV of Orange OFFICIAL NOTARY SEAI., PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY26,2006 Notary Public Signature Notary Seal 4 .74 6"u% Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Bakers Crossing This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. ( ` — 1— I for the following work: Construction of a SFR on Lot 50, Bakers Crossing, Phase2, 303 Clydesdale Circle, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvemE!nts 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 a Orlando, FL 32822 o (407)857-9101 o fax (407)857-9228 Please visit us at www.drhorton.com om MELIAIM9 er Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documEmts. Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31St day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is per ortagy known to rune,- Il who produced their Florida State Identification. OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive, Suite 102 - Orlando, FL 32822 o (407)857-9101 o fax (407)857-9228 Please visit us at www.drhorton.com xv .. March 31, 2003 Russ Gibson City of Sanford Dear Mr. Gibson, Westlake Plantation, L.C. stated to you in. a recent letter that the following work will be completed at Baker's Crossing: 1. Structure for 84" pipe in question will be modified per a design by Neil Hiler, approvable by the city staff. This will eliminate any question of its longevity. 2. They will install a rear yard drainage system per their dimension for the other. two blocks in Baker's Phase 1 impacted by A/B drainage. DR Horton understands that with that letter The City of Sanford has agreed to release building permits in phase two of Baker's Crossing. Please consider this letter confirmation that D.R. Horton will ensurt; the above work is completed by the Developer of Record, Westlake Plantation, L.C. Furthermore, D.R. Horton understands that until the developer completes the above - mentioned work there will be a hold on the issue of certificates of occupancy for homes located in Phase II of Baker's Crossing. D.R. Horton, Inc. Division President 6250 Hazeltine National Dri\Ye • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 •Fax (407) 857-9228 J D . R. HORTC N HOMES i SFR PERMIT );'ACKAGE i CITY OF SANFORD CHECK LIST LOT -- k "Y_ SU BDIV ISION : BAKERS CROSSING 3G ADDRESS BUILDING APPLICATION POWER OF ATTORNEY 12 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYOUT ATTACHED TO THE: PLANS j 2 SETS OF SEALED 'TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Dri v6 Ct)CeU J PLOT PLAN DESCRIPTION: (AS FURNISHED) A PP CEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST#C/TY OF SANFORD. SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CW,71,1tVCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29;N'iINCE RUN S89'34'30"E A DISTANCE OF 110.00 FEET; THENCE RUN N79'48'40"E A DISTANCE OF 50.87 FEET; THENCE RUN S89'17'34"E A DISTANCE OF 59.46 FEET TO THE POINT OF BEGINNING; THENCE RUN N00'42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'17'34"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'42'26"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'34'30"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. TRACT "A" UNNAMED ROADWAY NOTE: OF PROPOSED BAKERS CROSSING PHASE 2 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. FLOOR SLAB ELEVATION MUST BE 1611 ABOVE CROWN OF ADJACENT ROAD wR t D OTHERWISE APPR0VED51 1" = 30' GRAPHIC SCALE 0 15 30 POINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 25 9'34'30-E I IOAO LOT 25 BAKERS CROSSING PHASE I. PLAT BOOK 60. PAGES 27-29. BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. POINT O BEGINNING a' i S89'17'34'E _ 59.46' THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON ITHENORTHERLYLINEOFLOT50AS BEING N89'17'34' W PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM 9 NO. ASM39825 W4 BY: LOT PLAN 1-24-03 ,AAL LBLS PRM PCPP) M) CALC) FND S w CPPB PCs NG SO. rT 50.00' S89'17'34"E 10' UTILITY EASEMENT'!:, a I 14•b' 20.0•. 5 2' COVERED ENTRANCE w UJ PROPOSED A/C O N MODEL 1965 O o FINISHED FLOOR o 0 w ELEVAITON-47.5 0 O O Z 40.0' 40.0' nn Ti0 PROOPOSEED L50 DRAINAGE TYPE 0 N89- 17'34"W 50. 00' LOT 26 BAKERS CROSSING PHASE I PLAT BOOK 60. PAGES 27-29 CENTERLINE OF RIGHT OF WAY 0 P/ PROPOSED LOT 49 cD o N O N O O N 5. 0' N I ll1 AAA v---------- LOT 28 BAKERS CROSSING PHASE 1 PLAT BOOK 60. PAGES 27-29 i LOT 50 CONTAINS 5500 SOUARE FEET t 1I11S STRUCTURE CONTAINS 2379 SOUARE FEET t TOTAL CONCRETE 519 SO. FT. t TOTAL SOD 2602 SO. FT. t LEGEND BUILDING SETBACK LINE MLW CENTERLINE POD RICIIT Of WAY LINE rOL rC yl x PROPOSED ELEVATION pOC PROPOSED DRAINAGE FLOW OR PDC CONCRETE IN L LAND SURVEYING BUSINESS C.B. LAND SURVEYOR PC PERMANENT REFERENCE MONUMENT PI PERMANENT CONTROL POINT PRC PER PLAT PT MEASURED lYP CALCULATED A/C FOUND CBW CONCRETE WALK RP SIDE WALK R CONCRETE PAD CS PLAT BOOK C PAGES R/W NATURAL GRADE ORB SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON IINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DEL IA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT Or Rl TERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETESLAB CHORD LENGTH RIGHT - OF- WA f OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FF;R FASEMENTS, RIGHT OF WAY, RESTR;CTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPRCVEME^JIS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNAILIRE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ZdPSM FOR F FIRM WILLIAM R. MV CA TELL JR. /49 8 DATF FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: 4t-- Permitting Office: City, State: Nc._"kic) Permit Number: Owner: . , RoeaZcv Jurisdiction Number: Climate Zone: Central I . Ncw 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 (111) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a ,%Slab-Un-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 c. 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 Single family I _ 4 _ No 1732 ft' - 207.0 ft' _ 0.0 ft' _ 0.0 ft' _ 0.0 ft' R=0.0, 202.0(p) ft R=3.0, 1224.0 ft' R=11.0, 56.0 ft' R=1 1.0, 328.0 ft' 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. 1-lot water systems a. Electric Resistance b. N/A c. Conservation credits IR-licat recovery, Solar DI-IP-Dedicated heat pump) R=19.0, 1883.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, 1-IF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft _ M7_-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 Review of the plans andIherebycertifythattheplansandspecificationscovered I by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed DATE: 43.02- this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. i Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: 1 ='i`i: DATE: EnergyGauge® (Version: FLRCSB v3.2) Cap: 36.0 kBtu/hr _ SEER:12.05 _ Cap: 36.0 kBtu/hr _ 1-ISPF: 7.65 Cap: 50.0 gallons EF: 0.86 1'T, _ yb1%, 1I;ESTg1 O. n 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 a 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 Irsul, 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/FlaRE:;'2001 FLRCSB v3.2 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 EnergyGaugeT' DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = 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 Single, 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 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 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -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 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 0.28 485.0 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT 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 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'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 Toted: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 1 11759 4229-- - 10495 26482 PASS iH' S0 EnergyGauge Im DCA Form 60OA-2001 EnergyGauge®/FlaRE.3 2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK_ Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.1t. window area; .5 cfm/sq.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 orjoint 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, te:;ted. 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 (gas) 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 efficiency of 78%. Shower heads 612.1 Water flow must be re:;tricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRE:;'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 constriction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kl3tu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. is this a worst case? No 6. Conditioned floor area (ft') 1732 ft' c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kl3tu/hr c. Tint/other S14GC - single pane 0.0 ft' _ I-ISPF: 7.65 d. Tint/othcr SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. -Slab -On -Grade Edge InsGlation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. -Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 56.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft' _ d. N/A c. Conservation credits c. N/A I-IR-Heat recovery, Solar 10. Ceiling types DI-IP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A 1-I1-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Garage Sup. R=6.0, 170.0 ft _ R13-Attic radiant barrier, b. N/A MZ-C-Multizonc cooling, MZ-I i-Multizone heating) 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) OI-VOE ST41 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 'C A r- a Address of New Home: ?C-->3 l l C . City/FL Zip: -`\ (' l ^ :'Z-4OD WE NOTE: The home's estimated enegD, performance score is only available through the FLARES computer program. This is not a Building Enerp, Rating. If your score is 80 or greater (or 86for a US EPA/DOE EnergySlarl A esignalion), your home may qualify for enerq, efficiency mortgage (EEM) incentives ifyou obtain a Florida Enerp, Gauge Rating. Contact the EneriD, Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fvec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Buildins; Construction, cunlcrc! the Deperrlment of Community Affairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTOI l By: DEL AIR HEATING.AIR CONDITIONING,REFRIGERATIOIJ 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: 32 Deg F HEATING SUMMARY Bld,,. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Simpli f ied 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 TRANE 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 Btuli 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 CFNI Htg Air Flow Factor 0.041 CFNI/Btuh Clg Air Flow Factor 0.052 CFNI/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 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration I-ITi\q Calculation* 1. Winter Infiltration CFN,I 0. 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFNI 2. Winter Infiltration Btuh I.I x 185 CFM x 32 Winter'I'D = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area 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 and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 ; I. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuli 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 Btuli 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 J: 7th Ed. RIGHT-J: V 3 . 0 . 12 S/N 10315 Printout certified by ACCA to n,ect all requirements of Manual Form J If 1732 Job# 1732 Zone: Entire House 11/16/98 n 19 S!" 10315 I Nameot'Room Encire Housa BR 4 FAtd LAUNDRY2RunningFt. Exposed Wall 202. 0 Ft. I 29. 0 Ft. 41 .0 FL 7;0 Ft. Room Dimensions. FL 0. 0 1. 13. 5 x 12. 0 Ft. 20. 0 x 20. 0 1-t. 7. 0 x 9. 0 I:I. 4 Ceiliws.Ft Condit. Option 8.0 heat/coo:. d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST Ifr\i Area Built Arca 13tuh Arca Hulk Area Bulh EXPOSURE NO. Illg Clg Length HIL CIL Lellgth IIIL CIL Lell_L'lll I'1aL CIg Lownh I'll_ CIL 5 Gross a 14C 2.5 1.1 1224 .... 232 112 0 .... Exposed b 12C 2.9 1.9 56 •••. 0 •••• 56 0 .... Wallsand c 13C 3.2 1.2 321 •••' 0 ••'• 112 56 Partitions d 0.0 0.0 0 •••• 0 •••• 0 0 1' 0.0 0.0 p .... p .... 0 0 6 Windows and Tb8C1C 37.1 153 565.5 23 850 23 850 0 0 Glass Doors 37.0 54 1996 0 0 •••• 0 0 0 0 Heating a 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 r 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 C'oolillg UW 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 E934 0 0 0 0 0 0 Solltll 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 R Olherdoors I a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 II 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 1L20 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 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 jdje 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 r 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 4:.92 162 275 361 400 678 890 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 0.0 202 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 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Bath Loss=6+8..'+I I+I2 26742 3003 4831 1152 14 Duct Dattll Loss IM1, 2674 10"; 300 101/1 483 10°i 115 15 Total Buth Loss= 13'14 29416 3304 5314 1267 16 Im.Gains: People 01 300 6 1800 0 0 4 1200 0 0 Appl. a 1200 2 1800 0 0 0 0 1 600 17 SltbtotRSI4Gail1=7+8..+12+16 20893 1706 3900 1098 IS Duct BudlGain tft, to - 171 101/ 390 10% 110 19 Total RSIIGain=(17+1R)•PLF 1.00 22833 1.00 1876 1.00 4290 1.00 1208 20 1 CFb1Air Required I I 12001 1200I I 1351 981 I 2171 2251 I 521 63I Printout certified by ACCA to meet all requirements of tManual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 NI NU \I J: 71h Ed PIGFIT•J: 3 0 12- S/N 10315 I Name of Room BR 2 BR 3 M/BR M/BTH 2 Running Ft. Exposed Wall 27.0 Ft. I 11.0 R. 32. 0 Ft. 10. Ft. 03 Room Dimensions, Ft. 13. 0 s 12. 0 Ft. 11 . 0 x 15. 0 Ft. 13.0 s 17. 0 Ft. 10.0 x 15. 0 Ft. 4 Ceiln s.1:1 Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST IITAI Anna 1311111 Area Ruth Aie:n 13nnh Area Bitih EXPOSURE NO. ling CIC Length I-itg CIc Length ling CI Length hltg Clg Length ling I Clg 5 Gross n 14C 2.5 1.1 96 88 256 8C Exposed b 12C 2.9 1.9 0 •••• 0 •'•' 0 •••• 0 •••• Wallsand c 13C 3.2 1.2 120 0 •••• 0 '••' 0 •••• Partitions 1 0.0 0.0 0 •••' 0 •••• 0 •••• 0 •••• f 0.0 0.0 0 0 •.•• 0 •..• 0 •..• 6 Windows and a 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 I 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 Windowsand 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 E/W 0.0 0 0 0 0 0 0 0 0 SUM 49.0 14 t385 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Bore 0.0 0 1 0 0 0 0 0 0 0 8 Otlncr doors a l OD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 I) I 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net n 14C 2.5 1.1 80 197 88 72 177 79 224 552 217 70 172 77 Exposed b 12C I2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Wills and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 onions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 C 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 165 280 367 221 375 492 150 254 334 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 27 700 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 c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 1:10 16 426 12C 32 851 239 10 266 75 13 Subtot Milli Loss=6+8..+11+12 2556 1759 3790 1322 14 Duct Bnih loss 10% 256 10•/ 176 10"/ 379 10% 132 15 Toml Milli Loss= 13+14 2812 1935 4169 1454 16 Im.Geins: People a 300 0 0 0 0 1 300 0 C' Appl. ( y 1200 0 0 0 0 0 0 0 0 17 SubtotRSI-I Gain=7+8..+12+16 1425 1296 2737 933 18 DuctBitihGain 10% 142 10°/ 130 10°G 274 10*/' 93 19 TomlRSF1Qiiii=(17i18).1'1_F 1.00 1567 1.00 1425 1.00 3011 1.00 1027 20 CFM AirRequircd I I 1151 82I I 791 751 I 1701 1581 I 59I 54I Printout certified by ACCA to meet all requilenlcntS of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 111 1."'. I -A 3 0 12-- Name of' Room IITII KICTHEN Dill ING Running Ft. Exposed Wall I 0.0 F(. I 31 .0 FL 1 14 .0 FI. Ft Room Dimensions. Fi. 9. 0 \ 10. 0 I'l 16.0 N 14.0 -"1. 1-1.0 \ 18.0 1-1. x I -I 1 Ceilligs. 1-1 0"dii. Olmion 8.0 heat/coo.. 8.0 heat/cool 8.0 heat/cool TYPE OF CST I i*r,\ I I,:;[ 1311111 Area Ritill Alca Milli Aic:i 13(1111 F.XIIOSURE NO. fill! ICIL! I-c1q;III I fig c 1, I-ellell) I fig cli; I-cligill II cli; Length III,: CIL! 5 Gross 14C 2.5 1 . 1 0 .... 248 112 Lxposcd b 12C 2.9 1.9 0 .... 0 .... 0 Walls and c 13C 3.2 1.2 01 0 0 Partitions d 0.0 0.0 0 0 0 .... e 0. 01 0.0 01 0 c f 0.01 0.0 0 01 1 I I I 6 Windows and a I ICI 37-01 0 0 10 370 23 8501 1 1GlassDoorsbEIC37.0 01 0 5 4F1 996 0 0 Healing c SA 29.9 0 0 0 d 0,0 0 0 0 0 0 0 c 0.0 0 0 0 0 0 0 .... f 0.0 0 0 0 0 0 0 .... 7 Windows rind North 22.0 0 0 1 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 01SUS \V 49.0 0 0 57 2795 20 985 sollill 0. 01 0 0 0 0 0 0- 0 I-forz 0.0I 01 1 0 0 1 1 10 0 1 1 0 1 1 1 1 doors a 10D 1 14 .7 1 9.9 1 01 01 01 01 01 01 01 01 01 b I 10DI 14:71 9.9 0 01 11 01 01 01 0 01 0 1 1 9 Net a 14 C1 2.51 1.1 0 01 0 1841 4531 203 89 219 98 Exposed b 12C1 2.9 1.9 0 0 0 0 0 0 1 0 0 0 Wallsmid c 13C 3.2 1.2 1 0 0 0 0 0 0 0 0 0 Partitions d 0.01 0. 0 0 0 0 0 0 0 0 0 0 1 c 1 0.0 0.0 0 1 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, 200 221 311 499 252 427 561 1) 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 1 0 0 1 0 II Floors a 22A 25.9!1 0.01 0 0 0 31 804 01 14, 363 0, b 0.01 0. 0 01 0 0 01 0 01 0 01 0 I c 1 0.0 0.0 0 0 0 0 0 0 0 0 0 1 1 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Stih(ot Mull l,oss=6+8.. + I 1+ 12 15 5704 2471 1- o.. 14 Duct Milli Loss 107. is I V, 570 101/1 247 V, 15 Total l3tith Loss = 1.11-14 168 6275 2718 16 111. Gains: People 300 0 0 0 0 1 300 Appl. @ 1200 0 0 1 1200 0 0 17 Siihioi RSFIGaiii=7+-S..+12416 200 5328 2180 IS Duct Budi Gain 1 M 10% 533 101/. 218 19 Tom I R S I I Gain =( 17 +18) ' PL 17 1.00 220 1.00 5861 1.00 2398 201 CFKI Air Required 71 1.21 1 2561 3071 1 1111 1261 I I I Printout certified by ACCA to meet all requirements Of IM01111.1al J Form MANUAL J: 7tli Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job r: 1732 filename: 1732.bld 11/16/98 V S D W G L S S O N A S O O V C V S N K I A L O T 1-1 V G N H V f-I 1-1 N 1-1 D Y R L A V R A 1-1 I_ G C R R G T A A V L Z E 14 D G Z L O 1' I' h11 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 EAM 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 M/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 KICTHEN 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 D _ i ez4 12.12 /wed 10 310 KI NE\ NA4 DINI.Y(l UREA 10.10 4uied IJO J• 6.0 duct ua/anJ eap 10z10 4wcd t25 s• i— 71 e- I- dry duet Ro roo/ eap 4. Oath duel 1 to WASTERBEDROOM 12.6 /wed f- ISs 12z/t rep 6• i1I1RV I e- e• IOze IUKd 73 10.10 rap 4.1 p7 f• 10.10 rap 1 I BOR11./2 BSd 10z6 /wed it. as A 16• PG a 141 Win e.a.a 66. 4. fIL My II A{pIIf t s' 22 14 RAD LEIy OYLR pla er+nby dr0roV F —w 0240C AR ACE Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an rah irvulation value. O O O nt O C Cn . Rating zO } a, CO w > z z o w 3 J Q H m Q 7 J 0 0 0 w m.Jln0O MII MiTek' January 29, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 33331.4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : I3634707 thru I3634727. Total : 21 drawings. Job :DR 1965F Builder D.R. HORTON Location :BAKERS CROSSING, LOT 50 County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 451(51. 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 Junaidie Budiman, PE 1) 21 Truss drawing. 2) Truss Index. January 29, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 1 3634707 1,"\DR1965F\all.tre" 1 3634708 2,"\DR1965F\a13Are" 13634709 3,"\DR1965F\a15.tre" 13634710 4,"\DR1965F\a17.tre" 13634711 5,"\DR1965F\a19.tre" 13634712 6,"\DR1965F\a2Are" 1 3634713 7,"\DR1965F\a7.tre" 1 3634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\ag1Are" 13634716 10,"\DR1965F\ag2.tre" 13634717 11,"\DR1965F\b.tre" 1 3634718 12,"\DR1965F\bg.tre" 1 3634719 13,"\DR1965F\cg.tre" 1 3634720 14,"\DR1965F\j.tre" 1 3634721 15,"\DR1965F\j1.tre" 13634722 16,"\DR1965F\k.tre" 1 3634723 17,"\DR1965F\I.tre" 1 3634724 18,"\DR1965F\m.tre" 1 3634725 19,"\DR1965F\s.tre" 1 3634726 20,"\DR1965F\s1.tre" 13634727 No. 4 5161 0 : STATE OF = n''•::i Q R t0t/, t.]"A. .r.wrr w August 7, 2002 A WARMNO - VerVy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotpoiatlon of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Add"lona temporary bracing to Insure stability during construction is the tesponsibillty of the erector. Additional permanent brbcing of the overall structure is this responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QSI.88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, $83 D' Dnofrb Drive, Madison, WI53719. ass® MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, All J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each c2 other. 0 WEBS J5 rt 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Q0 ; ' L 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 114 length(+ 6" from ca, c, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and 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 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, Ite unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM0I8,019 oAwo-wad ® NYORMAIR ® Job russ russ ype Oty Ply TON 13634707 DR1965F A ROOF TRUSS 16 1 optional) A L, MiTek Industries, Inc. 4 _sAug—MM T1 MiTe < Industries, Inc. Wed Aug 07 1 age 1 11.0•9 7-1-3 13-6-10 20-0-0 1 26.5-6 32-10.13 40.0-0 t-01111 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 = 1:73. 5x6 = 5.00 FTT 5 5x6 5x6 4 6 2x4 2x4 A cc 3 7 2 8 81I [v 0 6 3x = la 13 12 1110 3x8 = 3x4 - 3x6 - 3x8 = 3x4 - 3x6 = 10.3-1 a 20-0-0 29.8-2 40.0.0 10-3-14 9-8-2 9-8.2 10-3-14 Plate Offsets -4- -1- 4: - 4• -81 psf) SPACING 2-0-0 CSI DEFL in floc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6.12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Harz 2=-224fload case 5) Max Uplift 2=-984fload case 4), 8=-9840oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2.3=•3714, 3-4=-3345, 4-5=-2354, 5-6=•2354, 6.7= -3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord (lead 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/A1JS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. PI., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard XQ F. No. 4.5161 iMATEOF c '•.• ,off .1 dNAL August 7,2002 A WARNING - VerVy design pararneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. this design Is based only upon patomerters shown, and Is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpota+lon of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbclnq of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DS8•89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, Wl53719. M iTe k® etGenerd sa v males 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, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 ¢ joint and embed fully. Avoid knots and wane plates r/B" from outside edge of o_ d y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from paneladjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mlfek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, EL PANTMerection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 GLANG-NAR. ® #fMRO,AZR0 Job russ russ Type ty y R HORTON 13634708 DR1965F A11 ROOF TRUSS 1 1 to tionall A AN- L, I e Industries, Inc. 4. P1 1 s Aug 1 Mt ek n ustnes, Inc. Wed Aug 07 12:38:43 2002 Page 1 5.9.14 11-0.0 17-0.0 22-0-0 29.0.0 I 34.2-2 I 40.0.0 11-0•011-0.9 1 l I 1 1-0.6 5.9.14 5-2-2 6-0-0 6 0.0 6-0-0 5-1-2 5-9-14 1.0-0 Scale - 1:71. 5x6 = 5x6 = 5x6 = 3x4 = 4 5 6 7 5.00 FfT 2x4 2x4 3 6 2 9 to- 4 I f 0 0 3x8 = 15 14 13 12 11 3x8 = 4x6 - 3:c4 - 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- -1- 4: - -4 , 4 , -4- 1- 14: - e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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/ANS195 1st 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 (Ib/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-134(load case 5) Max Uplift 2=-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 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roo4 zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) 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. K., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ptE 3U4 04 t : N0.45161 ,k 0'; STATE OF ft ass/'oR oa' r.e.rr 1 ANAL August 7,2002 A WARNING - VerVy desfgn parameters and READ NOTES ON TIIIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design It based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is tho responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrb Drive, Madison, WI53719, M iTe k® symbas 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. e„ 0 QLj"4* For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. HUMbcBFong SySbM J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® A\Genevd sav(Wy Haft's Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR Job uss russ Type ty y ON 13634709 DR1965F A13 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MI ek Industries, Inc. 4.201 SP11 s Aug 20 2001 MI ek Industries, Inc. Wed Aug :44 2002 Nige 1 1-M 6-9-14 13-0.0 17-8.0 22.4.0 27.0.0 33.2.2 40.0.0 1 l i t I t 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 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5.00 rt'F 2x4 q71,2x4 3 8 CP 2 9 vl 1 10 o - o 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 - 3x8 - 3x4 =3x6 = 3x4 = 9.1-14 17-8-0 22.4.0 30• f 0.2 40.0.0 9.1.14 8-8-2 4.8.0 8.6.2 9.1-14 Plate Offsets ( ): -4- -1 -81, f4:0-3-0,0-2-41, 4 ,[9:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC ILL Min I/defl = 360 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 154(load case 4) Max Uplift2=-1065(1oad case 4), 9=-896(1oad case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4.5=-3281, 5.6=-3281, 6-7=:-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11.12=2877,9.11=3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6.13 =-341, 7-13=622, 7.11 =554, 8-11 =-368 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE+Y45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard E BUQ Mo. 4.5161 t STATEOFss" fs R o,0, ANAL August 7,2002 A WARNING - VerW design parameters and READ NOTES ON THIS AND REVEF'SE SIDE BEFORE USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent 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 CS"-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI53719. M iTe k® symbMs PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-11 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. mumbwhg 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 AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 00:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. F FORM018,019 MiTeke JG(Br ere S&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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP HYDRO -AIR 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ russ Type ty y R HORTON 13634710 DR1965F A15 ROOF TRUSS 1 1 optional) A AN- OD, FL, MiTek Industries, Inc. 4.201 t, 1 s Aug 20 2001 MI ek Industries, Inc. Wed Aug 07 12:41:04 2002 Page 1 7-9-14 15-0.0 20-0-0 25-0-0 32-2-2 40-0.01t-O-q I i i1i 1-0-6 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 F-2- 21:4 II 5x6 - 4 i 6 5x6 3 ZS272 8 1 9 ql Iq O 0 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3>:8 - 3x6 - 3x4 - 10-3-14 20-0-0 29-8-2 40.0.0 1 10-3-14 9.8-2 9-8.2 10-3-14 Plate Offsets ( ): -4 -1 -4 . 4: -4 , , 1 -4 , -4 ,[8:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 88 Vert(LL) 0.30 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 LCO.90 Vert(TL) -0.62 10-12 >765 BCLL 0.0 Rep Stress Incr YES 40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D 'Except' TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-174(load case 5) Max Uplift 2=-1045(load case 4), 8=-925(load case 5) FORCES Ilb) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3661, 3-4 = -3332, 4-5 = -2888, 5-6 = -2888, 6-7 = -3332, 7-8=-3661, 8-9 = 14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roo-: 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 Ib uplift at joint B. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard FE- B3I 4 No. 4.5161 STATE OF sS%"0I Q vaL August 7,2002 WAR%IAIO - VerVy deaign pararm-tarn and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Deslgn 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. Addttlona temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is th-s responslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiectlon and bracing, consult OSI-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instolllnq and Bracing Becommendallon available from Truss Plate institute, 583 D' Dnofrlo Drive, Madison. WI 53719. M iTe k® mumbwhg sysftm IG(gnerd raft v [facts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 41 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 c2 c other. O WEBS , J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Qv ` a ' ; joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a y u of joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 1/4 length(' 6" from C8 C, 06 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice IS to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 ono-NAJL W HMRO,AiIR0 o russ I russ I ype Qty Ply 13634711 DR1965F A17 ROOF TRUSS 1 1 optional) A A- H,LONGWOOD, FL, MiTek Industries, Inc. 4.20 1 s Aug 1 1 — Ind ustrles, Inc. Wed Aug age 6.1.3 11-6.10 17-0.0 23.0.0 28.5.6 33-10-13 40.0.0 L4011-0-q 1 1 1 1 1 1 1.0.6 6-1-3 5-5-6 5.5.6 60.0 5-5-6 5-5-6 6-1-3 1.0.0 Scale = 1:71.4 5x6 = 5x8 = 5.00 FiF 5 6 3x4 ir 3x4 4 7 5x6 i 5x6 e 3 8 n 2 9 1 lop d d 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 84-11 17-0-0 23 O-O 31-7-5 40-0-0 8-4.11 8-7-5 6-)-0 8-7-5 B-4-11 Plate Offsets ): -4- -1- 3-(S3--0,6-3-01, [5:0-3-, -4 , -1(9:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 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 5) Max Uplift 2=-1023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 14, 2-3=-3817, 3-4 =-3552, 4-5 =-2689, 5-6 =-2494, 6-7 = -2689, 7-8 =-3552, 8-9=-3817, 9-10 = 14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4.14=-716, 5-14=613, 6-14=-0, 6-13==613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roo` 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 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 13 No.45161 s0'; rTATE OF 1w et O•f L 1 August 7,2002 AwARNINO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. this design Is based only upon patamelets shown, and is for an Individual building component to be Installed and baled veincolty. Applicability of design parameters and proper Incotpotat on of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Addlilano temporary bracing to Insute stability cduting construction Is the tesponslblllly of the eteclot. Additional permanent bracing of the ovetall structure Is th-s responslbBlty of the building designer. Foi general guidance tegotding fabrkotlan, quality control, storage, delivery, election and bracing, consult OSI-88 Quality Standard, 056.89 Bracing Specification, and HIB-91 Handling Insta111nq and Bracing Recommendation available from Truss Plate Institute, 593 D'Dnoftla DrNe. Madison, Wl53719. M iTe k® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each c2 C73 other. 0 WEBS J5 a: 3. Place plates on each face of truss of each For 4 x 2 orientation, locate O , ¢ 0 ; ' ; joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from ca, C, c6 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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, Ite unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 o^tla'wu ® % lii0ROv4 R® o russ truss type Qty ly 13634712 DR1965F A19 ROOF TRUSS 1 1 optional) OD, FL, MiTekIndustries, nc. 4. 1 s Aug 1 l e Industries, Inc. Wed Aug 07 1 :4 age 1 F 6.9.3 1 12-10-10 1 19.0.0 2'-0.0I 27-1-6 1 33-2-13 1 40.0.0 91-0.0 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 = 1:76.2 5x6 5x6 - 5.00 riT 5 6 3x4 i 3x4 4 7 5x6 4 5x6 3 8 2 9 to — 1at Io O O 3K8 = 16 15 14 13 12 11 3x8 0 3x4 - 3x6 - 3x4 =: 3x4 - 3x6 = 3x4 = 9.9.14 19.0.0 21.0-0 30.2.2 40-0.0 I 9.9.14 9.2-2 2-0.0 9-2-2 9.9-14 Plate Offsets ( ): -4- -1- ,i - -4 ,[9:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 VertILL) 0.37 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st 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 Horz 2 = 214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(1oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15.16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roo zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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, PE1145161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard E F3-4Q Rio. 4 5161 O STATE OF. 10 to oNAL August 7,2002 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek 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 Incotporallon of component h 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 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, 058.89 Bracing Spoclticatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 5371V. M iTe k® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/4 * Center plate on joint unless Damage or Personal Injury 17-11 dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. ye J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2, Cut members to bear tightly against each a c other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of o a ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" from u 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek0 engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 a nfflvG-+Aa ® HMRMAZR ® ob russ I russ I ype Oty PIy N 13634713 DR1965F A2 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD,, MiTek Industries, Inc. 1 S Aug 1 MI e Industries, Inc. Wed Aug 07 1 age 11-0.9 7.4-14 14.2-0 20.0.0 23-0.0 28-5-6 33-10-13 i 40-0.0 l i I 1.0.6 7.4.14 6-9-2 5-10-0 3-0.0 5-5-6 5.5.6 61-3 1.0.0 Scale = 1:71.4 5x8 = 5 5.00 [Tl- 4x6 8 2x4 II 4 3x4 7 5x6 5x6 3 i 165x12 = 1 B x8 = 8x8 = o c 2 9 1 t0a 0 6 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 II 2x4 II 5x8 = 2x4 II 7-4-14 14-2-0 1 20.6-0 1 23.0.0 28-5-8 1 33-10-17 1 40.0.0 7-4-14 6-9-2 6-4.0 2-6-0 5.5.6 5-5-6 6-1.3 Plate Offsets -1- 11 •4• - - 1 - 12,0-3-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 16 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 = 224(load case 4) Max Uplift 2 = -476(load case 4), 16=-1021(load case 4), 9=-587(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(loai case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5.6 = 1791, 6-7 = 1387, 7-8 =-223, 8.9 =-839, 9-10 = 14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 1E-16=-1285, 13.15=96, 6-15=164, 13-14=0, 12-13=0, 11.12=762, 9-11 = 766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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/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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2, 1021 lb uplift at joint 16 and 587 Ib uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. K., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard `DiCG B f I7LJ No. 4.5161 9 + cc p'; STATE OF t 0 R to,'' ANAL August 7,2002 WARNING - Ver((y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotporat;on of component is responsibility of building designer • not truss designer. Bracing shown Is lot lateral support of Individual web members only. Addltbna temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bibcing of the overall structure Is IMs responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OSl'-BB Quality Standard, DSB-89 Bracing Spsclileation, and HIB-91 Handling Installing md andBracingRecomonatlonavailable from Truss Plate Institute. 583 D' Dnoftb Drive, Madison, Wl53719. M iTek® symb s PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS c2 cu Q WEBS o _ o.,0OIJ5 U a ce cr u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM016.019 ono t ® i'fMR04AIp elGanev( 0 SWWY H(Wes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ I russ lype Qty Ply DR1965F A7 ROOF TRUSS 1 2 13634714 optional) A AN- ek Industries, nc. 4.201 1 s ug 1 MI e Industries, Inc. Wed Aug 07 12:38:48 2002 Page 1 1-0-9 3.9-I4 7-0.0 12-3-7 17.5-2 22-6-14 { 27.8.9 + 33-0-0 i 36-2.2 I 40.0.0 110--9II { I 1.0-0 3.9-14 3-2-2 5.3.7 5-1-11 5-1-11 5.1-11 5-3-7 3-2-2 3.9.14 1.0-0 Scale = 1:71.3 907.5 MI116 - 9x17.5 Mtl i 6 = 4x6 = 7x8 = 4x8 = 2x4 II 5.00 FIT 4 19 20 5 21 22 28 24 25 726 27 28 8 29 30 9 2x4 2x4 3 10 2 11 yl -' 1 -7e11 6 0 3x8 = 18 31 32 17 33 34 396 36 37 198 39 40 14 41 42 13 3x8 = 3x4 = 5x6 = 3x8 - 2x4 II 6x10 - 3x4 - 7-0-0 12-3-7 17.5-2 22-5-14 27.8-9 33-0-0 40-0-0 7.0.0 5-34 5-1A 1 5-1-11 5-1-11 5-3-7 7-0-0 Plate Offsets -4- -1- -1 -4- -4- - -1 - - 11: -4- -i -TFT 14: - - d e, 1 - -1 , - - 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 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min Udell = 360 Weight: 440lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 *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=-921load case 5) Max Uplift2=-3822(load case 4), 11=-3710(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4.19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6- 23=-13878, 6-24=-13878, 24-25=-13878, 7.25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=- 12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17-33 = 12016, 33- 34=12016, 34-35 = 12016, 16-35=12016, 16-36=13795, 36-37 = 13795, 15-37 = 13795, 1 5-38 = 13795, 38-39 = 13795, 39-40 = 13795, 14-40 = 13795, 14.41=8221, 41-42=8221, 13-4-2=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 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/APJS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and Op 3710 lb uplift at joint 11. 9iF- n 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 1„ • •••••••,•v'/ 1 7) 2-ply be 10d truss to connected together with Common(.148"x3") Nails as follows: Top follows: 2 X 4 1 0-9-02X620-9-0 :: '4i• chords connected as - row at oc, - rows at oc. G. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. . Webs connected as follows: 2 X 4 - 1 row at0-9-0 oc. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, `' f p. 4;,r 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.51b down and 305.1lb up at = V 13.0-12, 159.51b down and 305.1lb up at 15-0.12, 159.51b down and 305.11b up at 17-0-12, 159.51b down and 305.1lb up at 19-0-12, 159.51b down and 305.1lb up at 20-11-4, 159.51b down and 305.1lb up at 22-11-4, 159.51b i down and 305.1lb up at 24-11-4, 159.51b down and 305.1lb up at 26-11-4, 159.51b down and 305. 1lb up at 28-11-4 STATE OF 0 t and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 ontopchord, and 625.1lb down 577.61b 7-0-0, •.•( and up at 46.Olb down at 9-0-12, 46.Olb down at 11-0-12, 46.Olb down at 13-0-12, -A (QA`G' 46.Olb down at 15-0-12, 46.Olb down at 17-0-12, 46.Olb down at 19-0-12, 46. Olb down at 20-11-4, 46.Olb down at vs/ ••r.«.•• 22-11-4, 46.Olb down at 24-11-4, 46.Olb down at 26-11-4, 46.Olb down at 28-11-4, and 46.Olb 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 /YA 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. August 7,2002 WARRRRPO - VarVy daafgn parametara and READ MOTES O%THIS ARID REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotporatlon of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btacing of the overall structure is the, responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 g Handling Installinand Bracing Recommendation available from Truss Plate Institute, 683 D'Onoftb 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 Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat'. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 a other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate X ¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o_ d y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords Pslices at 1/4 length(+ 6" from u C6 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING 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 an design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,010 o -iL ® MYD70.4IR Job russ russ I ype Oty Ply R HORTON 13634714 DR1965F A7 ROOF TRUSS 1 2 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 1 s Aug 1 MFTP< In ustries, Inc. Wed Aug 07 12:38:48 2002 Page 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 Ilb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 GkYl No. 4 5161 sO =; STATE OF OR lo'* ANAL August 7,2002 A WARMNO - Vertjy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown- and is lot on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure b thu responsibility of the building designer. For general guidance regotding fabrication, quality control, storage, delivery, election and bracing, consult CS11.88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recomm*ndatlon available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI53719. M iTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1% *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat: J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c c other. 0 WEBS J5 3. Place plates on each face of truss at eachQ"'*For 4 x 2 orientation, Locate 0 Qha ' ; joint and embed fully. Avoid knots and wane plates /a" from outside edge of 0 a ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" fromC6panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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. stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 ai°"'a'"""` O MYDKD,A/R0 oTruss I russ I ype Oty Ply R HORTON 13634715 DR1965F A9 ROOF TRUSS 1 1 optional) A AN-ONGWOOD, FL, MiTekIndustries, Inc. 4. 1 1 s ug 1 MI e n ustries, Inc. Wed Aug :4 age 1 4.9.14 9-0.0 14-6.0 20-0-0 25.6.0 31-0-0 35-2-2 40-0.0 1.0.011.0-9 l l I i i l 1-0-6 4.9.14 4-2-2 5-6-0 5-6-0 5.6.0 5-6-0 4-2-2 4.9-14 1.0.0 Scale - 1:71. 5x6 = 5x6 = 3x4 = 5x6 - 3x4 - 5.00 rj-2- 4 5 6 7 8 2x4 2x4 3 8 Z2 10 1 1 1 ER o d 3x8 = 17 16 15 14 13 12 3x8 = 3x8 - 4x6 = 3x4 = 3x4 - 4x6 - 3x8 - 9.0.0 16-4-0 23.8.0 31-0-0 40.0.0 9.0.0 7.4.0 7.4-0 7.4.0 9.0.0 Plate Offsets -4- -1• 4: -4 ,-01, [$:0-3-0, - -4 , 1 -4- 1 e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/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 2-4-15 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 (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=•3566, 4-5=-3329, 5.6=-4558, 6-7=,-4558, 7.8=•3329, 8-9=-3566, 9-10=•3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4.17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 5-14=-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 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 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. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p,E B Q rl' t ' P10. 4.5161 STATE OF • I'Dooa L August 7,2002 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. this design B based only upon parameters shown, and Is for an Individual building component to be Inslolled 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. Adcdltlanol temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is th.) responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OSl-88 Quality Standard, OSB•89 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1V. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. All 4 TOP CHORDS 2. Cut members to bear tightly against each c2 c other. WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - , a ; a joint and embed fully. Avoid knots and wane plates I/a" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 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 it J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MfTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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, Iteunlessotherwisenoted. 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. CLIP FORM016, 010 H"RD.AIR® Job Truss I russ I ype PlyA-HORTON 13634716 DR1965F AG1 ROOF TRUSS 1 1 optional) A- iTek Industries, Inc. 0 1 MI e Ind Inc. Wed Aug 07 1 age 1 7-6-0 14-9-0 20-0-0 23.0-0 28-5-6 1 33.10-13 1 40-" 1 1 + 1 1.0.6 7.6-0 7-3-0 5.3.0 3-0-0 5-5.6 5-5-6 6-1-3 1.0.0 Scale - 1:71. 5<6 - 5 5.00 FTT 4x6 6 4 3x4 7 5 x8 3 II 5x6 3 7 165x1P is - 8 8x 1 1,- 0 8x8 - ao a 2 3 II 9 ail 19 11 101a 0 5x8 - p 3x6 n 18 14 13 12 11 3x6 = 2.50 FIT 5x8 = 7-6-0 14-9.0 20.4.0 1 23-0-0 28-5-6 33.10-13 40-0.0 1 1 1 1 1 7-6-0 14.6.0 7-3.0 5-7.0 2-8-0 5.5.6 5-5-6 6.1.3 Plate Offsets 1: -2-4, 1 4- 1 -4 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.16 2.19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEB$ 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 702/0.8-0, 18 = 646/0.8.0, 16 = 1732/0-8-0, 9 = 86310.8-0 Max Horz 2 = 223(load case 4) Max Uplift2=-420(load case 4), 18=-538(load case 4), 16=-662(Ioad case 5), 9=-601(load case 5) Max Grav 2 = 715(load case 6), 18 = 886(load case 6), 16 = 1732(load case 1), 9=872(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1518, 3-4=548, 4-5=605, 5.6=929, 6-7=153, 7-8=-692, 8-9=-1357, 9.10=29 BOT CHORD 2-19=1342, 18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12-13=4, 11-12= 1159, 9-11 = 1164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6.16=-8E0, 12-15=771, 7-15=-638, 7-12=-139, 8-12=-660, 8-11 =136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roo= zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/fPI 1.1995 angle to grain formula. Building designer should verity capacity of bearing surface. t 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb ,•,•••. uplift at joint 18, 662 lb uplift at joint 16 and 601 lb uplift at joint 9. •Q L18) This truss has been designed ANSI/TPI 1-1995with criteria. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. / No.45161 LOAD CASE(S) Standard STATE OF O R'Dt' 0 L August 7,2002 WARNING - Verijfjl dasign parametarst and READ NOTES ONTEIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with Mliek connectors. This design b based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporal on of component Is responsibility of building designer - not Huss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent brbcing of the overall structure Is th-9 responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OSi'-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installirlq and Bracing Recommendation available from Truss Plate Institute, 583 D' Dnofrlo Drive, Madison, W 153719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 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.. 1 TOP CHORDS 2. Cut members to bear tightly against each c2 c other. 0 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 6 Q o_ Zbo joint and embed fully. Avoid knots and wane plates /8" from outside edge of of joint locations. truss and vertical web. 0 4. Unless otherwise noted, locate chordsplices I14 atpanel length(' 6" from adjacent joint.) iCA, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and 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 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL jM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 a-L ® MYDROvfl1/p® Job russ Truss type Qty Ply 13634717 DR1965F AG2 ROOF TRUSS 1 1 optional) A A -T LONGWOOD, FL, MiTek Industries, Inc. 4.201 :;1 s ug MI a Industries, Inc. Wed Aug 07 12:40:43-Fa-gel 1.0-01 7-6-0 149.0 16-7-3 22.0.0 .222 I I 1 1.0-0 7-6-0 7.3-0 1-10-3 5.4.13 1.0.0 4x8 II Scale = 1:49.8 6 2x4 11 2x4 II 5 7 ejo2x4II 3x4 = 5z8 2x4 II 2x4 II bgj 3x10 II 5.00 rF 34 7 1 _ 2x4 II 2 I o 00 II of v v o 2 11 1 2x4 11 5.8 = 2x4 II2x4II0 2x4 II 3x4 -z: 1 2.50 FIT 2x4 II 7-6.0 14.9.0 1 20.4-0 2+ 7.6.0 7-:I-0 5-7-0 1.8.0 Plate Offsets 4: -1-4, - :1- -14, -1- -4--1-21, 19:0-2-8.0-5-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 14TQ 0.52 Vert(LL) 2-11 >999 M1120 249/190 TCDL 7.0 126 Vert( L 2-11 >831LumerIncrease1. 4 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC ILL Min I/dell = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 715/0-8-0, 10 = 1 135/0-8-0, 7 = 357/0-8-0 Max Horz 2=416(load case 4) Max Uplift 2 = -357(load case 4), 10=-679(load case 4), 7=-247(load case 5) Max Grav 2 = 715(load case 6), 10 = 1 135(load case 1), 7=404(Ioad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1564, 3-4=-1353, 4-5=383, 5-6=366, 6-7=-71, 7-8=34 BOT CHORD 2-11 = 1383, 10-11 =-48, 7-9=-4 WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-10=-1074, 5-9=-370, E-9=-473 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2, 679 lb t 13 uplift at joint 10 and 247 lb uplift at joint 7. ;r` 7) This truss has been designed with ANSI/TPI 1-1995 criteria. \ .•''ire•. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. l.• /Ij9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. I LOAD CASE(S) Standard No. 4.5161 r* V • y 00-'---0 4TATE OF r r.wr• o vat August 7,2002 A WARNING - VerVy derfgn parameter* and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. this design Is based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vesticolly. Applicability of design parameters and proper Ineotporatlon of component Is responsibility of building designet - not truss designer. Bracing shown Is lot loteral support of Individual web members only. Additional temporary bracing to Insure stability dutlng consltuctlon Is the responsibility of the erector. Additional permanent btbcing of the overall sttucture Is the tesponslbillty of the building deslgnet. For general guidance regarding tabrlootlon, quality control, storage, delivery, erection and bracing, consult 05"-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 menation available mfroTruss Plate Institute, 563 D•Onotrlo Drlve, Madison, Wl53719. HandlingInstallingandBracingRecommendationMiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q o joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a y truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I ce C, CA o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM016. 01 D TM 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. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss I russ I ype ty y 13634718 DR1965F B ROOF TRUSS 1 1 optional) A - H,JGWOOD, FL, MI ek Industries, Inc. 4.201 :, 1 s Aug I e Industries, Inc. Wed Aug 07 1 age 1 1-0-0 5.3.14 10-0-0 14-8-2 i 20.0.0 121-0.0 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1.0-0 Scale = 1:36.9 4x6 = 4 5.00 FIT 2x4 2x4 i 3 5 2 6 1 7 O 3x4 = 8 3x4 = ix8 = 10-0.0 20.0.0 10.0.0 10.0.0 Plate Offsets -1-8, -1- -1- -1-18:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/dell = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 X 4 SYP No.3 REAG`TIONS (lb/size) 6 = 1004/0-1-8, 2 = 1024/0-8-0 Max Horz 2 = 1 23(load case 4) Max Uplift6=-521(load case 5), 2=-536(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2.3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7= 14 BOT CHORD 2-8 = 1430, 6-8 = 1481 WEBS 3-8 =-389, 4-8 = 536, 5-8 =-444 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 1t 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/AIJS195 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 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 536 lb uplift at joint 2. 5) This truss has been designed with ANSIlTPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1745161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard pp Q tF % C4 No.4.5161 ? STATE OF s orra O a/ AAl M August 7,2002 A WARMNO - VerVy desfgn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatl3n of component Is responslblllty of building designer - not truss designer. Bracing shown Is for laterol support of Individual web members only. Additional tempofaty bracing to Insure stability during consltuctlon is the tesponslblllty of the etectot. Adaltlonal permanent btacing of the ovetall structure Is fho iesponslbllity of the building deslgnet. For general guidance tegarding fabrlcatlon, quality control, storage, delNety, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrlo Drlve, Madison, WI63719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against each 7 C1 C' other, o a:3. WEBS JS Place plates on each face of truss at each ForFor 4 x 2 orientation, locate 3 Q o_ joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a y V truss and vertical web. a o 4. Unless otherwise noted, locate chords P laces at /4 length(' 6" from C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, -moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 492210:10 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI O FORM018,019 SM PANEL TM CLIP fMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft• spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ russ ype ty y 13634719 DR1965F BG ROOF TRUSS 1 1 optional) A-TH, LONGWOOD, FL, MiTek Industries, nc. 4.201 1 s ug 1 t e < Ind,mtresInc. Wed Aug 07 1 age 1 1- 0-0 5-3.14 10-0.0 14-8.2 20.0.0 21-0-0 1- 0-0 5-3-14 4.8.2 4-8-2 5-3-14 1-0-0 Scale 1:38.1 4x6 = 4 2x4 II 2x4 II 5. 00 FIT 3x4 i:r 3x4 5 2x4 11 3 2x4 11 x II x II 2 n n 171II 6 vo t 7 o 25 26 2x4 II t0 2x4 II 27 2x4 II 28 9 29 2x4 II 30 8 31 2x4 II 32 33 3x4 - 3x4 = 2x4 II 7x8 = 2x4 II 2xa II 5- 3-14 10.0.0 14-8-2 20.0-0 1 5. 3.14 4-8-2 4.8-2 5-3-14 Plate Offsets[9:0-4-0,0-4-81 LOADING ( psf) SPACING 2.0.0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHF, RS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 6 = 950/0-8-0, 2 = 951 /0.8-0 Max Horz 2 = 126(load case 4) Max Uplift6=-5960oad case 5), 2=-535(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-6=-1677, 6-7=34 BOT CHORD 2-25 = 1471, 25-26 = 1471, 10.26 = 1471, 10-27 = 1471, 27-28 = 1471, 9-28 = 1471, 9-29 = 1470, 29-30 = 1470, 8-30 = 1470, 8-31 = 1470, 31- 32 = 1470, 32-33 =1470, 6-33 = 1470 WEBS 3-10 = 60, 3-9 = -485, 4-9 = 507, 5-9 = -484, 5-8 = 59 NOTES ( 8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end root 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 mist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1.0-0, 10.81b up at 3-1 -1, 10. 81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at 15- 1-1, and 10.81b up at 17-1-1, and 17.71b up at 18-11-1 on bottom chord. Design for unspecified connections) is t 1delegated to the building designer. ........ 8) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICA'rED. '. jl.• /Ij G` jLOAD CASE(S) Standard * 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 : No.4.5161 Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2.6=-20.0 , Concentrated Loads (lb) •. U I d 11 y F !. _ STATEVert: 10=10.825=17.726=10.827=10.828=10.829=10.830==10.831=10.832=10.833=17.7 [ • `V brw• ass`0 o.0.900 o vaL August 7,2002 A WARNING - VerVy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon poramelefs shown, and is tot an Individual building component to be Installed and loaded ver salty. Applicability of design parameters and ptopet Incofpofafbn of component is iesponslblllty of building designet - not truss desbnet. Biocing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability cluting construction Is the responsibility of the erector. AddBbnat pefmanent btacing of the overall shuclute is the tesponslbltBy of the building designet. Foi general guidance tegarding tabtkatbn, quality conhol, stofage. delNety, election and biasing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available ffom Plat e teInstitute. SO D'Onofrb D1Ne, Madison, W153719. MiTek® 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 other. o WEBS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , 3 , ; QM. joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ' _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 14 length(+ 6" from ce panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 CLAZ40-NAIL ® HYDRO -AIR® o russ russ ype ty y 13634720 DR1965F CG SCISSORS 1 1 optional) A A - , MiTek Industries, Inc. 4.201 01 s Aug 1 MiTe< Industries, Inc. Wed Aug age 1.0-0 4.0.15 7-6-0 10-11-1 15.0.0 16.0.0 1-0-0 4-0-15 3-5-1 3-5-1 4.0-15 1.0.0 Scale = 1:29.0 4x6 = 5.00 FiT 2x4 = 2x4 = 3 6 F• 5x8 = 2 6 1 7 2.50 1( F 3x4 3x4 7.6.0 15.0.0 7.6.0 7.6.0 Plate Offsets -1-11, -16:0-1-11,0-0-71 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-95(1oad case 5) Max Uplift 2 = -41 2(load case 4), 6=-412(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=:10 BOT CHORD 2-8 = 1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES (7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord (lead 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/AI1JS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard `DiC fir f I 1. No, 4 5161 STATE OFNet r oR 10t o vaL August 7,2002 WARNING - Ver(jy deiiyn parameters and READ NOTES ON THIS AND REMSE SIDE BEFORE USE. iiiiiiiiiil® DeslgnvalidforuseonlywithMtfekconnectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applfcabllity of design parameters and proper Incorporat'on of component Is responsibility of building designer - not truss M1 designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OSY-88 Quality Standard, DSB-89 Bracing Spoctfloatdon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5a3 D'OnoM1lo Drive, Madison, WI 53719. M iTe k® Symbols Numbering System AGeneral Safety Notes 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C7 " other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of o_ 0L s+b V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from paneladjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. leCLIPFORM016. 019 mNG-MAIL ® MMRO-AIR Job I truss russ I ype Qty y R HORTON 13634721 DR1965F J ROOF TRUSS 14 1 optional) A -OD, FL, MiTekIndustries, Inc. 4.201 STF1 s Aug 1 e( Industries, Inc. Wed Aug 07 1 age 1 1-0.0 7.0.0 1-0-0 7.0.0 3 Scale 1:19. 5.o0 jTZ- 2 4 2x4 - 7.0.0 7.0.0 LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 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 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 250 Ib 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, PE/l45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 4't• No. 45161 STATE OFO'• O R IO,a''' AL August 7,2002 AWARMNO - V Wy dsatyn parameters and READ NOTES ON TIIIS AND REVERSE SIDE BEFORE USE. Design 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 boded vertically. Applicability of design parameters and proper Incorpotatbn of component Is responsibility of building designer - not truss designer. Bracing shown Is for Metal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OS7-88 Quality Standard, DSB-89 Bracing Sp*cl lcatlon, and HIB-91 ble from Truss Institute, 583 D'Onofrb Drive, Madison, WI53719. Handling Installing and Bracing Rocommw%dallon ovollaPlate M iTe k® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury 17-1 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 17-71 other. 0 WEBS JS Q 3. Place plates on each face of truss at each For For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/a" from outside edge of L) o_ d ' at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(' 6" from paneladjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber 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 MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 MANG-MIUL (V #fMRD AIR 0 Job I russ russ I ype Oty Ply RHORTON 13634722 DR1965F J1 MONO TRUSS 10 1 optional) A -OD, FL, MI ek Industries, Inc. 4.201 SRI s Aug 1 MiTpndustries, nc. Wed Aug 07 12:40:33age 1 1- 0-o 1. 0.0 Scale = 1:6.3 J3 5.00 f-IF 2 2x4 = 4 1 1- 0-0 1. 0.0 Plate Offsets X, ):[2:0-1-8,0-1-01 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/dell = 360 Weight: 5 Ib LUMAER 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. REAQTIONS ( lb/size) 2 = 168/0-1-8, 4 = 10/Mechanical, 3 =-7/Mechanical Max Harz 2 = 53(load case 4) Max Uplift 2=-128(load case 4), 3=-28(load case 5) Max Grav 2 = 168(load case 1), 4 = 10(load case 1), 3 = 23(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 = -33 BOT CHORD 2-4=0 NOTES ( 6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) :2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PErY45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard j i B t No. 4 5161 O : STATE OF t 0 oA OR''c ORANAL August 7,2002 A WARNING - Ver(fy deetyn parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design is based only upon parameters shown, and is for on Individual buiming component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addlflonal permanent brbcing of the overall structure is tho responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 051.88 Quality Standard, DSB-89 Bracing Spoclfkafion, and HIB-91 Handling Installlna Recommendation andBracingRecomenationavailable from buss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. o rz WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate G , Q joint and embed fully. Avoid knots and wane plates I /a" from outside edge of c a O at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I /4 length(+ 6" from ce Cl u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and 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 MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 a-L (P 7 I DQD.AlR ® 1 Job russ iruss type Ply R HORTON 13634723 DR1965F K ROOF TRUSS 4 1 optional) A A-T LONGW0M—,TE,-MiTek Industries, Inc. 4. 1 1 s Aug 1 Mr e Industries, Inc. Wed Aug 07 1 age 1.0.0 } 5-0.0 1.0.0 5-0.0 3 Seale = 1:15.7 5.00 rF 2 1 4 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 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/deft = 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 Ub) - 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 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 174 lb uplift at joint 3 and 152 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard t ' No. 4.5161 '` 0 : STATE OF s L S` 4 R ANAL August 7,2002 A WARMNO - Ver(fy deetgn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. fhb design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicabliny of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brDcing of the overall structure Is tho responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CS1.88 Quality Standard, DSB-89 Bracing SpocMleatlon, and HIS-91 Handling Instaltlnq and Bracing Recomd monatlonavailable from Truss Plate Institute. 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T It o For 4 x 2 orientation, locate 0 plates I/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM018,019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP HMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype Qty P y 13634724 DR1965F L ROOF TRUSS 4 1 optional) A AN OD, FL, MiTek Industries, Inc. 4.201 SM -sAug--=Yl MiTe< Industries, Inc. Wed Aug 07 1 age 1 1-0-0 3-0-0 1.0-0 3.0-0 3 Scale = 1:10.5 5.00 r7- 2 C::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 ILL Min Udell = 360 Weight: 11 lb LUMBER BRACING TOP -CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/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 (lb) - 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 II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEt/45161. Address: 16472 Segovia Cir. I`l., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p,E i3)!Q No. 4.5161 O ; STATE OF = L sS`'4RIO..A:`' ANAL August 7,2002 A WARNING - Ver(fy design Parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and h for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporatbn or component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the elector. Additional permanent 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 OualMy Standard, DSB-89 Bracing Spoctficatlon, and HIB-91 Handling Installing and Bracing Rocomd monalkmavailable from Truss Plate Institute, 593 D'Unotrlo Drive, Madison, WI53719. M iTe k® PLATE LOCATION AND ORIENTATION Failure to FOIIOW 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. fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 other. O Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of a y o_ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(+ 6" from C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANE TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 GL.ANG-w.aL W P"RO,AZR Job I russ I russ I ype Q1Y PIy 13634725 DR1965F M ROOF TRUSS 4 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4,201 SR1 s Aug 1 MI a ndustrles, Inc. Wed Aug 07 1 Fa -gel 1.0.0 I.0.0 1-0-0 1.0.0 3 Scale 1:6.3 5.00 r7' 2 4 1 2x4 = t.0.0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 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/ANSI95 Matrix) 1st LC LL Min I/dell = 360 Weight: 5 lb LUMBER BRACING TOP ,CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-17/Mechanical, 2 = 177/0-8-0, 4 = 9/Mechanical Max Horz 2 = 53(load case 4) Max Uplift 3 = -25(load case 5), 2=-138(load case 4) Max Grav 3 = 31(load case 4), 2 = 177(load case 1), 4 = 9(Ioad case 1) FORCES IIb) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 =-37 BOT CHORD 2-4=0 NOTES (5) 11 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 e:cist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard t : No. 4 5161 sOSTATEOFsw ass/ORIDA!''" aNAL August 7,2002 AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. arietaiiiii;® Design valid lot use only with Milek connectors. This design is based only upon potameiets shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsWilly of the erector. Additional permanent brbcing of the overall structure is tho responsibility of the building deslgnet. For general guidance regarding fabrication, quality control, storage, delivery, erectlon and bracing, consult OSI-88 Quality Standard, DSO.89 Bracing Spectfication, and HIB-91 Handling Installlna and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI 53719. M iTe k® rn CooO Humbwhg sysftm IG(gnevd savew mofts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13. * Center plate on joint unless Damage Or Personal Injury 17-1 dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 8 TOP CHORDS 2. Cut members to bear tightly against eachItuc other. o WEBS 3. Place plates On each face of truss at each For 4 x 2 orientation, locate O ;, , Qjoint0a ' ; o and embed fully. Avoid knots and wane plates 1/8" from outside edge of aIJ5 at joint locations. truss and vertical web. o a 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) C, cbo BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail 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, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 oA"o-HAIL ® ofmRD AIR ® Job russ truss type Oty Ply D R HORTON 13634726 DR1965F S ROOF TRUSS 2 1 optional) A A - , MiTek Industries, Inc. 4.201 SR11 s Aug 1 MI e( IIndustries, Inc. Wed Aug 07 12:40:07age 5-3-5 9-10-13 1-5-0 5-3-5 4.7.8 4 1:20.1 9 3.54 FT£ 3x4 s 3 8 2 Li 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 CST DEFL in floc) Udell 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/ANSI95 Matrix) 1 st LC LL Min I/deft = 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 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=188/Mechanical, 2=634/0-11-5, 5 = 397/Mechanical Max Horz 2 = 218(load case 2) Max Uplift4 = -243(load case 3), 2=-535(load case 2), 5=-353(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44 SOT CHORD 2-10=1001, 10.11=1001, 7-11=1001, 7.12=1001, 6-12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roo` 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 243 lb uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b 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, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads ( If) 1 1V Vert: 1-4=-74.0, 2-5=-20.0 Concentrated Loads (lb) '' e•' "'ji Vert: 8=10.1 9=-161.7 10=21.6 11 12=-52.1 q•. 12.1 G 0': sTATE OF ORlO..A* at' August 7,2002 AWARNINO - Verify design parn"wters 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. APplicablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown It lot lateral support of Individual web members only. Addlflona temporary bracing to Insure stability during construction Is the iesponsiblllty of the erector. Additional permanent brDcing of the overall structure Is th,s responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OSl-aa Quality Standard, DSO-89 Bracing Specification. and HIB-91 iTe k® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotrb Drive, Madison, WI 53719. M Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. AII TOP CHORDS 2. Cut members to bear tightly against each C? other. o J5Q3. Place plates on each face of truss at each 4 x 2 orientation, locate o , ; QZ:. joint and embed fully. Avoid knots and wane plates r/8" from outside edge of o a ' „ _ truss at joint locations. and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) CA BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MfTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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, 001, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016,019 awo-nuu IV DRO.A1p® Jo russ Oty y 13634727 DR1965F S1 ROOF TRUSS 2 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4. 1 s ug 1 r e < Industries, Inc. Wed Aug 07 1 age 1 1-5-0 1-s-o r-s•o 3 Scale = 1:6. 3.54 F-i7- 2 1 4 2x4 — 1-5.0 1.5.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Veft(TL) 0.02 1 >908 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Udell = 360 Weight: 7 lb LUMBER BRACING TOP LHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = -40/Mechanical, 2=193/0-8-0, 4 = 6/Mechanical Max Horz 2 = 41(load case 2) Max Uplift3 = -40(load case 1), 2=-180(load case 2) Max Grav 3 = 50(load case 4), 2 = 193(load case 1), 4 = 60oad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 180 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE 145161. Address: 16472 Segovia Cir. PI., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICP.TED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1.2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 V- n+Q yNo.45161 Y e STATE OF OS••jk, ORlax' August 7,2002 AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVEYSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown. and Is for on Individual building component to be Installed and boded vertkalty. Applicability of design parameters and proper Ineorpoiatbn of component Is responsibility of building designer - not truss designer. Bracing shown Is for bteial support of IndNldual web members only. Additional temporary biocing to Insure stability during conshuctbn Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the iesponslblllty of the building designer. For general guidance regarding fabrbatbn, quality control, storage, dellvery, erection and bracing. consult OSf-86 Quality Standard. OSS-89 Bracing SpecMlcatbn, and NIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute. 583 D'Onotrb Delve, Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * Center plate on joint unless Damage or Personal Injury 17-11 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, e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c: c other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 , Q0 ; ' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. a o 4. UnIIess otherwise noted, locate chord splices at /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING 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 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019,019 CLANG-rL.aa ® HYDRO,AIR® f V1 A rN IN, G: ALL BEARING WALLS TO BE PLACED — L 1 PLY HGR. GTI CE! I REVIEW ALL SPAN DIMENSIONS--BRG. WALLS i I PRIOR TO SETTING TRUSSES.. . d 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. d 3 PLY HGR. 11 SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: 5ABRG: LOAD:SHINGLES 7-321-1440C CU SPAN CUSTOMER: D R HORTON H: 12" BY: T.H JOB NAME: MODEL 1965 "D" ELEV. M I A M 1.OAOE h1IANTI-DAD E COUNTY. FLORA METRO -DARE FLAGLER BUILDI, BUILDINC CODE COMPLIANCE OFFI W-TRO-DARE FLAGLRR BUILDr 140 WEST F'LAGLER STIZI-Ll', SUI-(h 11 MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (3o>)37s.2' Premdor Entry Systems CONTILV-Cotct.tc urr,twr.si- ri 911 E. Jcferson, P.O. Box 76 (30) 373.2327 r•AN (3u5) 37s.: Pittsburgh ,KS 66762 CONTIL colt ViNF >RCEMr.,T 1)1VISI 305) 373.21)" FAN (305) 373-: ruouu('r co,v•ruot. wvis: 303) 375.2902 VAN (305) 3724 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-NV/E 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 for acceptance by the Miami-Dac County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expi,.ationy date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Buildin- Code. The expense of such testing will be incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 Raw Koangtiez Chief Product Control Division TEII_S 1S THE COVCRSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REVIEW CONTMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. A )'!'ROV'ED: 06105/200 i ffl_jc_ " Francisco J. Quintana, R.A. Director Miami -Dade Comity Building Code Compliance 01,11c Premdor Entry -Systems ACCEPTANCE No.: 01-0314.25 APPROVED SUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acce.-tance 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-f County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 2= not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-W/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-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preoarec manufacturer, dated 7/29/97 with revision C dated 01/1 1/00, bearing the Miami -Dade Co, Product Control approval stamp Nvith the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sin is door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang'.c between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit Nyill require a hum, 3sotcction system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PER NI[T.REQUIREINIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies 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 Oftieial or the South Florida Building Co SFBC) in order to properly evaluate the install Ian of this systcm. tYkinu l Pcrc2, P.E. Product Co C Exan. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 ZK April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l . Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approvcd products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be: considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi: submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. Any of the following s11,311 also be grounds for removal of this Acccptancc: a. Unsatisfactory performance ofthis product or process. b. - Misuse of this -Acceptance a:; 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 tlic expiration date malt be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. i 7. A copy of this Acceptance as %Yell 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. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acccptancc. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. CND OFTHIS ACCEI"'ANCE Manu Pcrcz, P.C.; Product Contr xam Pmrlu LiPn'ntrol niv;¢;on Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement x Singles I 2'0" I COP-WL-MA0141-02 t l r 02-0419.08 Application filed) t• , 52.0 NO 2'6" 2'8" 2'10' 3'0" 3'0" Not Listed Not Listed X0, Ox. OXO I j I EtMTJ 1 , 2'8" + 1'0" Miami-Dader OP-WL-MA0143-02 02-0419.08 Application Filed) r• , 52.0 NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + IT COP•WL-MA0144-02 02.0419.08 Application Filed) 52.0 I NO I I'0" + 2'10" + l'0" 17 + 2'8" + 1'2" 1'0"+2'8"+IT 1'G" - 3'0" + 1,0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" r 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" Ct)P-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'10" - 2'10" 3'0" + 3'0" 2,6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Flied) 52.0 NO 2'8" * 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under [lie product approvals shown. i 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w,-Av.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 13 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and oche; struct,-ires). National, state or local building codes specify Ilia edition required. Masonile Iwarrta:ional structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, Oakr aff AR 4 EK'" t.n.,.,,, •. n•I'dr•uGnga w..r..,r.. rs«r.0 Gvr Deal AD1119 1M7 nw comp"o- Dnw]n of D]:"o mlmo:•rn cm mnu locntrcam„], coign ]n] D'ooVL, Masonite International Corporation 11A :Vllt:l 10 f0]Mt wnnOVl n41i00. COP-WL-MAOI OO-02 I . j FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing TV 2'6" 02.0418.03 2'8" X COP-WL-MA0161-02 Application Filed) 55.0 NO 2' 10" TO" 3'6" Not Listed Not Listed t., 2'8" + 1'0" 2'8" + 17" 1 2 1213" + 1'0" 02-0418.03 I 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO 37 + 1'2" 17 + TV + 1'0" 1 0" + 210+ 1'0' i X0, OX. OXO 17' + 2'8" + 1 2' 1'0' + 2'8'* + 1'0" 1'0" + TO" + 1'0" 02-0418.03 IT + 2'10" + 1'2" COP-WL-MA0164.02 Applicalion Filed) 55.0 NO i1'2" + 3'0" + 1'2" i t 2'6" , 2,6" - 2.6" i 2T + 2'8" + 2T- 2 1 C" + 2' 10" + 210 ) TO" + TO" + TO" 2'8" + 2'8" TV + 2'8" 02-0418.03 210" + 210" COP-WL-MA0162-02 Application Filed) 55.0 NO 3'0" + 3'0" XX. OXXO 2'6" + TV + 2'6" + 2'6" TV + 2'8" + TV + TV 02-0418.03 2 10+ 2 10 + 2 10' + 2'10" COP-WL-MA0165.02 (Application Filed) 55.0 NO TO" + TO" + TO" + 3.0" 1. Cccr a,. rLngernents using fewer panels than wfla! is shov:n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe international websile (www.masoiile.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Ac'ual design pressure requirement for a specific building design & geographic locebon is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building c)des specify the edition required. 5. Masonite International structural• cyclic, air, water, forced entry/or impact testing is done In accordance with Miaml-Dade BCCO protocol PA201 PA202 & PA203. Oakmat ARdIN,.. inv it 0Olt .ti fort 0,:,. a-: 6: ry i7. M? Oa, c•bnu.y:.op.am:Ip:eV;M)Dfvenm rt 03,eS f:eeiliC9 0MJ. oefi:n Wn 11J.tl Masonite International COfpOrd ti p(. ellA ",..; ZC1 :0 e:uee. Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Inswing 1 X 1 1 1 1 2'0" 2'6" 2'8" COP-WL-MA0146.02 2' 10" -- 3'0" ll I 02-0423.01 Application Filed) OpRalling 40.0 1. NO 3'6- Not listed Not listed 1 X3 OX, CX0 1 2'8" + 1'0" 1 1 OP-WL-MA0148-02 1 1• 1 02-0423.01 Application Filed) 1 1 40.0 1, NO 2'8" + 1'2" 2'10" + 1'D" 2'l0" + 1'2" 3'0" + 110" I 3'0" + 17' COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 i NO 1'2' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" V2" + 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" I XX. OXXO 2,3.. + 2,3" COP-WL-MA0147-02 02 0423.01 Application Filed) 40.0 NO TV + 2'8" 2'10" + 2'10" TO"+ 3'0" 2'6" + 2T + 2'6" + 2'6" CI?P-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: Door arrangements usicg fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly de?zi!:> are available from, the Masonite In!ernalional website (www.masonile.com) or from the technical center. 3. Insi; :.13:ion ins!ru:tions are 3v3ilable from the Wasonite Inter.vicnat website (www.masonile.com) or from the technical center. AC:Lz: c:sig:? pressure requirement for a spaci'!c cuild!ng design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bu!tbing c3des 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. O ak r off ARTEW w ....:. " nulllR w"5....•IJ-«pu. la•D.n,. A 2I. 20"2 ear eYtl S; :Ie:•:rY el or o6 on m.p.o deem %a3e1 Spe:di::.M9. Ce$V : 7;rJ:.:1 1Ml.ru: "S"'. PRf_/:•ifv?(•'//,.:. Masonite International Corporae,on FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing I I I 1 1 11: r I• 1 1. 2'0" 2'6" 02-0423.03 X 2'8" C3P-WL-MA0166-02 (Application Filed) 47.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — Affangement1 X0, OX, OXO Idllh) 2'8" + 1'0" 1 I CUP-WL-MA0168-02 rl I 02-0423.03 Application Filed) I• 1 47.0 1. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 17 3'0" + 17 1'0" + 2'8" + 1'0" CCIP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0 + 2'10" + 1'0" 1'2" + 2'8" + 1'2 IT + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 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" + 37 + 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" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the Above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International wetisite (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. Acluat design pressure requirement for a specific building design it 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 8 PA203. 0 Oak. gaI.. I . . n AR EKr" I III.Mt:r.l.l( t:n'I'.v•1)OOrr .1 N"w.T..unt l4wtl•u I.-D— 1p1129.2001 Our COnunu,n0 010011m 01 Orodutt m010 emtnl malt% %OtCCKAi*MS. detgn AM Pod,,el Masonite International O f p O f d t l O n Cell., %u01ee110 O."Qt "01100 MIKt. I COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing 1 1 1 M.T.Mt.II I t• 1 1. 2'0" 2'6" X TV COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed - - I X0, OX, OXO 11 2'8" + 1'0" I I COP-WL-MA0103-02 I1 I 02-0109.10 Application Filed) t• 1 55.0 NO 2'8" + 1'2" 2'10" + 17 210" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" C)P-WL-MA0104.02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 17 + 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" + TV 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 37 + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building cedes 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. O ak raft AR 4 EK'" l;"r. I. A\t e.N'I'KY 1)00HS I — oar. cola 29. 2002 Qu1 COnl-n-9 010012m 01 0100v mO10 emenl mlke110e0,1 r-S. Oet-On ln0 0100"I 003.1 tu4leCt t0 enlnpe ann0ul nOt<e Masonite International Corporation FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing Singles1 1 i I.1• I' 1 i. 27 2'6" X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" TV Not Listed Not Listed — — Affangement X0.OX, OXO Multiples (width) 2'8" + 1'0" sonite InlemationalMiami-Bade1 CI)P-WL-MA0123-02 02-0109.09 Application Filed) 1' Rating 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' 17 + 2'8" + 1'0" CUP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 37 XX, OXXO 2'8" + 2'8" CUP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design Was for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oak aff AR EK" N'1'NY•0OONt rae•.i..W rw.eyu lwr O.r. ama 29. 2002 omco,, wmQoropomoforoalm+togs memmake,so<cnk.to ,aesbnand OroOW Masonite International Corporation I'Uo eel to,Nge rit1ON WKe. COP-WL-MA0100-02. FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing I I I I 1 rl' t o• 1. 2'0" 2'6" 02-0109.08 X 2'8" C3P-WL-MA0106-02 (Application Filed) 70.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — ArrangementI X0, OX, OXO 2'8" + 'IT 13offilleIntemallonalrl COP-WL-MA0108-02 02-0109.08 Application Filed) 1• Rating 55.0 NO 2'8" + 1'2" 2'10" + 17 2'l0" + 1'2" 37 + 17 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8" + 17 17 + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" CCIP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + TV CC-P-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 21" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 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 we!')site (www.masonite.com) or from the technical center. I 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. 0 Oakcraff AR EK'" nu."ci. •.a t. .1... nu t.w[tr— Masonite International Corporation0, COnenump 0r00r)m 0 0r00ut1 mOrW[mtnl ma tS SDtCdKIM"t Otfq" !M Or00utl A.,'u01eC110 CnrnOt +nMul M Kt FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing ISilligfes(width) I I I.1 r 11211 RE91MMUT.-I 2'0" 2'6" 02-0109.07 X 2'8" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — ArrangementI(width) X0, OX, OXO 2'8" + 1'0" I I C,)P-WL-MA0128-02 I1 02-0109.07 Application Filed) I• 1 55.0 1. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 37 + 'IT 17 + 2'8" + 1'0" CUP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IT + 37 + 1'0" 1'2" + 2'10" + 11'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 10" 37 + 37 + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" CCIP-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" 37 + TO" + TO" + 3'0" Notes: I. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Oak _raft AR k EK" INI,Nff I.A\,\ I•: N'INY`OOON.S 0- AV0 .I 7002 Ow c.n1omp"vmo olognm a1 o,oaon oealKnam. o-gn ,"o oroo.l 0". r Dom",. Masonite International C o r p o r a t i o n 0'd 1.0l10 1001.01" h.0 101KC X Unit 6' TYP. I f 6' TYP. 6'8" UNIT 8'0" UNIT 13.15/1li 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" tang screws per location. f Hough Opening 1 Width of door unit plus 1/2" Height of door unit plus 114" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) `astener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.:A 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 Ioa1s to the structure. 0 ADO 29 2002 0....,, o.... Ow aan1.n mQ arVggm of D100.0 wn010.MW—'es WCdgUOat, Masonite International COrpOrai3On aesgn •00 DIMaced %0^1 ra 01rot .00u1 rolKl XO or OX Unit r SINGLE DOOR WITH 1 SIDELITE FT—Y"P. 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening I Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Ancnor calculations have been carried out with the lowest (least) lastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"'Tarcons. 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 EICO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer load!; to the structure. au029 2?)2 Maionite International Corporation Uw win.+.: •; or un, of mw.o +,•..r o.cn¢m nu.n +Lt<danom 0-0. x,, an3.i 5•olm to rnlnot -now nol[t Ox0MID-WL-MA0004-02. Unit I SINGLE DOOR WITH 2 SIDELITES TYP. TYP. CL 1 TYP. t t t t t t t t t t t 6' TYP. 6' TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening I Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA 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 N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 ApIii 29. 2002 Matonite International Corporaiion W, to.•I,.... a, u',nn ut In uo.:• ., n<nl n •et tneina.Jl.un. O—Q. J.,c u 0.0 Or,IJI tu ItCl Ia :'J, J! w,ItlOul,..'Kt 0xx0 MIO•WL-MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES CL NP• TYP. 0 TYP. NP• I ll Il l ll II l ll 11 I jTYF I 11 11 1 11 li 1 11 11 1~ 6'8' 13- f f f f f f T f IF , , 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2•1/2" long screws per location. UNIT 8'0' UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and a10 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" Tapcor 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 PREM 09: ,J/..;, o.. Aprd29.2002 Masonite International Coroolarion Our cm --no &.0om or 0.odua .+0.0+[m1nl -b" WK."C",Ons. 00 gn no r000un 01Od IvOR[r IG [ V np[ -hOw nor,,[ XX Glazed Inswing Unit APPROVED ARRANGEMENT: r;. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". r Double Door Maximum unit site . 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE ]-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minim im 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: oa oa ao ao oa 00 oa 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 M H D oa as oo 00 as oa 105 Series 106. 160 Series' 129 Series' 12 a/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' ims glass wit may also oe used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK" r. I: N'r ,. ,UUVM nyn.i.. v.l ly.re...e—Ow.. April29.2002 Masonite International Corporation Ow conunu.ne Wod.am or orodun ^To+tmem makes soe .1441gns, aengn and a.odu0 dead suo,en ro emnge .nnom MV XX Glazed Inswing Unit e FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 00 404 Series 410 Series 109 Series 111, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License. Number: Ramesh Patel, RE 20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 11 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 door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft r. ..r rl..".. AR EK1e ruc"r:: .a r:n r".. ra..u.e.w 1,".N.. er.. Der. a Vryo.. „ o.... April 29. 2002 M a s o n i t e I n t e r n a t I o n a I C o r p o r a t i o nOurcommonof -tam or otoouD morovemem makes soneks o"s. oesq" andorooup oew wgecr ro c"anoe . hw roes. XO or OX Glazed Inswing Unit COP-WL-MA0143-02 - . FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size • 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 D00 00 100 Series 00. 05 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 RA.. 24 RIL 107 Series' 108 Series 704 Series Series' this glass :n :nay also be used in ine following door style: Eyeotow 5•canel YAM stroll O ak raft AR EK" m r.....u.."..r--e--t—,o•-.. 0 K 1&6 6 e Apnd 29. 2002 M a s o n i t e I n t e r n a t i o n a l Corporation wovq of a.00w nm.o.tmem ."a., smj.cJtons. otsro^ I"rrou OtU. 1.lrlt:l IC t+.net -"..r MM XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Series 114 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-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: 01 TESTED IN ACCORDANCE WITH MIAMI-DAOE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i a6f 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O_ k,raff AR k EK'" April 29. 2002 our tom..r n prooram or proow ^orfo.emem mots spec.r.cnons. oetpn the moeun M a s o n l t e international Corporation lend l.i.ter r0 mine, ..mow n04t Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size • 9'0' x 6W Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D0 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 R[L, 23 RA., 24 RA. 107 Series' 108 Series 304 Series Series' Tins glass kit nlay also be useo in the following door styty Eyebrow 5-panel will strop. Oak raft 1 e ..1 AR ! EK" u.r•elr l, - 1•l l. I. I'luCK6LA\\ UNIMV IJOOKS Nu(Wr ow• Aplll 29. 2002 O.. co l•w^o moewm or al oeuO+nulo+emenl mrin toecnKalom,anro rne araucl o..,l• o..,• Masonite International Corporation W44 fubRP 10 cn.nee - MW MIKe oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 DO 404 Series 410 Series 109 series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*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: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" Pnlo KGln1\ Vr IKY,u UOK1 tbw.i..unerM.h. tw, Ow. s April 29. 2002 o.... D.... M a s o n i t e International CorporationOmcDttl'...0 DsmreprDr DroouQiwoveme.1 ..its SDKutel a.s. Des c. eM MDoKI DtUd suelea to cranot droll "tKt. OXX0 11 ( I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Double Door with 2 Sidelites Maximum unit size • 12'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless spniat threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national; state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °U 00 00 00 H 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 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak" AR EK'-1 I1lllf:WGLA%S t!N I'RV L)()UKa W+•T..rn.fM.(Yu (nVrOw. April 29. 2002 M a S O n l t! International C o r p o r a l l O n dui conl.nu.nd Drodram of D,00va mD,o emenl males sDKdK21*ns. des -on &Ad woduct deU" %wolecl to cNnde wnnoul noKe OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 0 404 Series 410 series tog Smies 114, 120.122 152 Series 149 Series 300 Series Serles APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 1e9 Serles 109 Series 120. 122 Series 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 6f3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK - 1 •.lu.,.a 1, IIOm 111.1: ".:1.\\.\Lt IM\,II r.Iw rg..r..r...M•N,. t. Ow. y April 29. 2002 ow wt-n„mp o.00ram of 0r00.a -1)'" mem matt% s0etOcnent. Oesp0 AM of0Oucl M a s O n i t e International C o r p o r a t i o n Ottad suolecl to cumot woreur zltt XX Glazed Inswing Unit 8'()" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6T x 8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or locaf building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002.02. APPROVED DOOR STYLES: 1/4 GLASS: as as 822 Series 1/2 GLASS: a ;a oa e04 series 108 Series 0 Oak raft I1111UXCLA.N\ Clu I'KV UIlUN1 E—, 0— 1n. — PKfJN V w April 29. 2002 .- 0..1..e o.... 0w com.n„c a.oe.im 01 o1ocu[I •ndro.emem nines smilkaons. design and P100.0 M a s o n i t e International Corporation Otua Subject 10 change w"how IW1Ke. XX COP-WL-MA0147.02 - ::`J Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. 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). j State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" e.......... ...T s,wPREMl ao.. , o.. Aprd 29. 2002 Ow con4Mntq prpprsm of p.OpuC1 moro.emMt lobes ,peso exaM. oesgn sno W opucl M a s O n l l t International Corporation Dell, SUCKCI r0 epnge .nnove MCI ce XO or OX i • I I (; t Glazed Inswing Unit r APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS r'( 1 Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size • 67 x 8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 00 822 Series 1/2 GLASS: a 00 e0e Series f08 Series Oak raft AR EK" 1.11 : M•1: .:: 1: V -1 ., 111 1". I{w.i..v.• IM,IY.. tw. a.,. a V V A111.129 2002 Masonite International Corporation dui (Onuny.n0 010014m 01 wcd.V -WOWW' mash smd"O.I. 4019. am 0100K1 MW S.U^11. 4N001 wnip.l n K' _ XO or OX i ' ' I ' ; I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: FtiF 810 Series 300 series APPROVED SIDELITE STYLES: re 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). i f / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" l.tln....l, l.•n 1. .. n le.. •.eJ 1'IUIMf:IAt\ LINTM 000K5 MT..rrNr•.r,nl.,.ro.... April 29. 2002 Our COnueWrq prppum of Moeun mDrpvemMl mllet SDK.+tllOnt. eeSq >tm pr00ut+ M a S O n{ t e International Corporation act" W410 10 Mane .."0 ",-cc OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O 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". Single Door with 2 Sidelites Mardmum unit site • 97 x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a spedlic building design and geographic location Is determined by ASCE 7•nationd. state or local building codes spedty the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA 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: f 00 00 822 series P 00 eoa Series 108 Series 0 OO ak, ,raff AR EW...... r.tr .r, . r'IUI1Mr:LA\.N l:.'1'•r,u rI—N r...i.. M.,...N.. L,.., tp.... Q April 29, 2002 o....., o.... ar tW'm me proenm or proouct nororemenr mAts sonaciion3, dtt.pn and produtl M a s o n i t e International Corporation delad SAW r0 mange Mdeam nmce. Ox0 It at t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 000 Series APPROVED SIDELITE STYLES: p 450 series 852 Series $10 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Pate(, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i IState of Florida, Professional Engineer IKurtBaithazor, P.E. — License Number 56533 Oak raff r. AREW t.al..nat Ira •. a. ed FlULKOLAsa L*m*rk%, 000ms 1-1..r.N re..p„ er.", April 29, 2002 o..r..r o.... M a f o n i t e International CorporationWConunwn00100ramorprodua + provemenl malts spec"Kaws. dtsion and proerw dell" WNW 10 Cnangt •dr*w "Dike OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: tti: y 1 O O M 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. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-naiional• state or local building codes specify the editicn required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 010 00 00 822 series i0 00 404 series 108 series 0 O ak raft e. k EK" IIIIIL'Ne:LA1\ LNI' ',UUI)MA AR t.s.Tr.v..r.wel.uewro— April 29. 2002 M a f o n i t! International Corporation din com.nu"p oroQ,1M of olodun .Moro+M ent maan toetdital*M, dt$;Qn a.d Wodutt dew auoleet to emerge .4140 nWKe- OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: S' 810 series 300 series APPROVED SIDELITE STYLES: t *.. a r 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 fiberglas's skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rail, constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity, of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EW 01em t..e.... IM(eu 1—,0ee.\ Aprd 29. 2002 MatOnit! International COrpOratlon Owart"Col..." 0r00rrm 010.00.0 'gyp—mm.414f Im'149-1. Oesio. aw OroaNC1 aesupie0 to e.prlpe .a.out .olu XX Glazed Outswing Unit APPROVED ARRANGEMENT: Vi, '.q, O O till • •si1r1 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit site . 6T a 61' Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements 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-MA0012-02 and MAD-W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 El M M El ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA..23 RA.. 2e RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft UIIq AR EKI 1 `I ll It MlaATA CN'IMCM? Ib L.vNlp,ew t—,a -. a Apia 29. 2002 VV Masonite International Corporation a.,CMI« u„p poo—ofD,Douef'^o,ovtmMl moes sma4m—%, dmo, rho D,06.1 Gebd %,bitcl 10 Cone, «d." Wt. XX 1 ' ' I t I Glazed Outswing Unit ' APPROVED DOOR STYLES: 3/4 GLASS: a 00 a 404 Series 410 Series CERTIFIED TEST REPORTS: FIBERGLASS DOORS FULL GLASS: 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME Cm, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'- IVtULe ;LA.%a ttn a"v UU—S r+.+r.•..•.«rn••r^n Dw April29.2002 Masonite International Corporation Go 0 ..t "0 Or00rem 01 0,00-1 _0'0 Mle"t ousts smo-ol4"s. Oesq" ua 0r00tlel OW t"e"Q, .0 w 101(e XX. Glazed Outswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 4 S O 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 Maximum unit size . 6'0- x 8'0' Design Pressure 47.0/-47.0 Umlted 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 specity, 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: lIID 00 00 822 Series 1/2 GLASS: El 00 404 Series 108 Series Oak raft AR EK` ViBLK6LA\[ LN'IkN' UOOKS N.n.h....a fe..ryu emry Own April 29. 2002 o....., o.... M a f O n l t! International Corporation Ow cad.n.me D10Q'SM or Dpdd- •nd.d.Mlem ma.tc tdeedgnoM, deign tnd podu l dead $0,ect W c... Qe dr.w ndl4t 4 OPTIONAL SSD LASS OR ESQ SECTION B AVAIA9E C A,` - 11M7 11111 g =-- 71 111 ml NOTE I. DOORS IY m T p' MIDI CDN9ST .) III.T1016 DOORS OVQ Yd IIW WILT OI (S) S[L11016 . y r r Tcc IC CA WIN. STEEL -N SIN COATED WITH C-40 IN. CALWn2WNn BALED-0I FIRRIOl AND A 9A®41 POLYESTER TOP CUTE APPLIED TO OOTH SIDES OF STEEL SIv1. SHIP tAP JONIS. 3- TALL U-OAR I CLVELD S. srmILKY[RD FITOLGIH: SO t 7„ r I T orVOIDS I ai(3) NIQa2DUR 9LLE5 iCN IE MOC 0000. FZ` c (mv A eorl ) 2 1 1 REVISIONS REV. N0. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 1 82 1 11/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT HORLZONGI TRACE SUPPORT BY 20 u rl. 00 STILES ATTACHED TO DOOR DOOR I6iALL3R (m SLIT) SIN WITH PATENTED TDC-C- OC SYSTEM TOP. BOTTOM t CENTER). 901D ua SCREWS.r3) 51 P 0"'IWIT LISTED TRUCK e,LOW HICADROM Is NINADt AS N OPTION In.YEr r r CHLv. STEEL M.C., A. t. AWL TRACK TIW063x .Ow POWTooI. 0 g E». !-Ii:.l lu v. uAOf eRAo¢r. Ir j8S( () TRACK UN TOP BNKJQJ REPORT#9606C '°°" 0 A ` OPTIONAL OUTSIDE KEYED IDOL I04DON HAE GOON WI M - ot-w ISCE.[3lYAm7t6 T..C^ 1"ry Cl ti... 1 J TAG SCREWS ON If OIDOEIQ E. OA 1e11 COA1W0 ON OUTSIDE RMA" T'ISQT REQUIRED. LAC SCE15 NAY tl CWNIUOIM MO3RM)mN=HDE A NSA MOUNTINGrffZ "M"M.DD -M MWJU TAM. n 1/B" MLRT II [ l ll SQ'llbl N-11 r . 20 a U-BARS. DOTS U-OARS N A 1-1-2-1 WT0II M TWO U$VLS ON BOTTOM swum DE U-OARS ON REST QCTIDIL ETC.) 14LV0' SHCU ICTAL SCREWS I O 14 CA [Y0 MARE IHIIDUFTAIT NN(F Y9]Lg nX X: STOP MULL ' BT DOOR INSTALLER (m SUE) hA YELLOW PINE A" r20 CA WIN. CALV. STEEL 00 SDIE 20 a CAIv. ST01 Vffm STILE MOLDED INSIDEI UTE IETAIItt ifscramsfASfIDmWW000 sue7FASTEHE eel/. PN WAD SCREW 10 So"S PER UTE) lbO csw t E 1 ' tIN pi S Ie*.1 /B- LAC SQIEY 1%I ul IIOdIS O1 II WD06 EWER PEA II1AOc OMGRi. IF U51-1007K) N N- CUO[ILS ESADD PSI w. ObUmq OR bP00N 5[), T617- C REAS7/ Ili- UL NDIIO WAP T 2A00 1AS1Uf11 (aNE PEA IC1L176 SNAPLAIC/ OflCa 12 a CALV. STIR TOP pTTD VERTICAL TRACK. IIOLLOR 9UORT. EACH ONE SNAP LILTW d 1~ N•. INCLUDED 11 le G GLv. STEEL Coam LNG[ SLL' tYf ANOIOfts. 1- oD. W. WASTER REDUND Y Ejyv. STEEL TRACE rAS101m m u C1Lv. STEM pgL(A 1O1L PAST p B' m MCA STILES Wr/'SELL) WITHOPmHS. ANCImO NAY K OOUKDMUWK 12 u CAM STEEL TACK BRAOQ.TS TO OO 51115 fA01 •/(.) /L. LQT METAL MAGNET ATTACK® ./(.) MCR' SitF EACH 510E a 0000. BAT IHOT ImllN[D) m PIIOHOE A MD9H TRAOK ATTAOm m fi10HBRrOQTa//ppSHEET AWeS00NOTJ4-J/4 SQi LAPPING SOE.WS PET 00 INCEordE WEALT. . 100 WITH OWOR /YDJI/. LF JACKL'-) p0 IA SORT STOL 10 BAL STEEL IDLLDI 14 Ew EALv. STEEL 00 IOIDL EACHPEER. STILE SRE MARK vt EAXMCIZ/( m END agar IrtrK 14J/e- E NANOE STu NNPAPATIDN DT JAM TT OTETB SELTKN C-C FLORID. PLONFICURADOM POmH walM rL /27672 A ( L) 1/4-.3/4- SELF ngenE KEYED LOCK a.. o LOCK BAR UCA= N DESIGN LOADS: +24.0 PSF h -24.5 PSF TAPPHNCSCREWS. H.r01 L..>r rorioHl olnsoE IANOEETRACK ON HONE 2. TIE OE9CN r TIE SIAVRING STIWI017GL QE)QTIS EACH SIDE SHALL BE nE KLSPa®urYOF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF h -37.0 PSF OE DOLL RECORD FOR THE BUI MMC OR STRUCTURE AND N AOCCONICE TALL .:o G dLY. SKEFL U-. ee SLOE BOLT WIM Cum EHY N.D.IG COOPS FOR THE LENS LISTED ON aN.NK HMMHQ NE gam w ElE PART NO.: - N A2-1-2-1 PNTUO Or- M1O A-6M5 SRE 01 BORONSFLYIOHLOWA-WK 0H 1 m ETc GCH u rR Album D UPPMC 9HDEW5 JI E. IOC( ENCYZS MO VERTICAL TRACK. ONE E na CA1NC CR-- UO... 51Rt. e OtlHw-is. TOLERANCES HHGN A IKHHrm YAt HD 9 su tlAl a Ede 202 IDEAL a1452C21'01 7,4lf ramlT NIueLWc o0. HIM1 d-4B20 OF DOOR. EL 1-513-M-3519 AIL u CLLT v. STEEL BOOUBRACKET. IH...r.R 00 - t.015 000 - t .005 0000 - t.001 DESCRIPTION: MODEL 6RST W4 16-0 . 8-0: 24/-24.5 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS IDWG. R B ATAOHM WITH (2) fllh/e- SHEET METAL SOMM .i Z1 l Dom"' - t1/z CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 S1ZE IAJ M CITRuvonAYWTLHHEAIIHOSIM. Yr rwa = PTDiecLiOHH oo0¢-HSIo 5 M N iICE.& DWG. NO.: 102138 REV. NO. I 3 2 t A-Nt- COU,'Ll y1 f!JJI. M1 - DIV. C C 3 0 D 4 3 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST 124 GA. STEEL SKIN) LISTEDOPTIONALOWOR I 8 ACRYLIC UTES AVAILABIEISECB-B) 1) INTERMEDIATE STELE 20N A1TApSEDW20CAEENDY. 0 STILESATTACHEDi0DOORSKINWITH PATENTED TOC-L{OC SYSTEM ANO ( AOftE9VE1ABOTTOM & CENTER). 1 cam. REPORT# 9606C 6 I 25 GA MEN. GAV J/ STEELSKIN COATED-0 LOCK POSITIONER. WITH ABAKEDNPRIMNAMMO PONE LOCKING A BAKED-0N POLYESTER TOP TOP COATAPPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3' TALL . 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLOE BOLT I STILE LOCK E7NCACES ONTO VERTICAL TRACK. ONE OF ._. LOCKON l MM SIDE ODOOR. lKEYEDLTIONOPIgNAL 0U190E OCK POSff10N MAx oaaR WIDTH 9'0• 1 INSQE SLIDE BOLT O 14. 5/ 8• SHEET METAL SCREWS LOCK OPTION NOTE I: (( )) DOORS up TO r-0• HIGH CONSIST Q 4)sEsCfmoNs(1(O 6N'N). DOORS OVER7'-0• HIGH CONSIST OF O V 4•.34' SELF Arr SCRirlS. 14 GA E?!O HINGES 18 GA INTERMEDIATE HINGE 2E1'Lg NEW C• 2.6 YELLOW PEE JAMB 12 GA CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16•.1-5/8• LAC SCREW PER TRACK BRACKET. 2• GALV. STEEL TRACK FASTENED TO 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4-.5/8• BOLT h NUT OR TWO 1/4. OIl RIVETS. 2 REVISIONS KGV. nU ' LUnu: UATE: EC N N0. APPVD: DESCRIPTION I Al 11 TE - YWW QTY ( 1) WAS (2) FOR TRACK BOLT 2. O, O( 3- TALL U-BAR 20 GA. CALV. STEEL 3• 1 - 7/ 8- 16 cl STEM TOP U4l1Dt BVZIU. EACH I —=Al= ? SHP MAP JOKM 14 Gl CALV. STC M END H NX EACH FASTEIHm M DO 6 W 4) MILL t (4) 1/4"J/4' SELF EAPFW40 SCFXVM' 3' TALL . 20 G CKV. STEM II- 41AR. ONE U-M PER SOMIML EACH U-M ATTACHED NTHI 1tHO 1 4'.1/4' SOF "mm HORIZONTAL TRACK SUPPORT DOOR INSTALLER ( TO S 13 GA. GALV.STEM STEEL FLAG BRACKET. OD EACH FASTENEDTOWOOD .IAMB WrtTll 3) 5/ 16-al-5/8• WOOD LAD SCREWS. N41Y: DOUBLE TRACK LOW HEADROOM IS AVAMBLE AS AN OPTION IiE7GFR 'L 2- GALV. STEEL TRACK. 6 -0 6 i• MN. TRACK 1HICICNESS: J)60• 8 -0 88 a z TYP. 2-1/2•=12 Gil GALV. SIM TRICK BRACKET. 4) TRACK BRACKETS PER SIDE s7Ers FcA su uxam O LHR TZLE P RACKETLiHORIZONTALFRONTFRAMEWTTH U.V. COATING ON OUTSIDE SURFACE 1! G GLV. SIIIl BOOOM LOW HEADROOM OPTION VERIICIL JAMB ATTACHMENT IWOOo FRAME BLED fVNCS)I OfUO¢i. AiEAOm IHmH n0 A A 1/2•.3• LAC SCREWS ON 24s CO(TERS. I. OD. ION. PIUSA SEET METAL SOWWS. 11 N H tizi REQIJ LAG SCREWS MAi BE COUNIu UNK tlSZ7ALLJLWANSSB CLASS OR OPiNONAI tU SatFw BUT NOT REOLWED) M PROVIDE A FLUSH MOUNTING j . 1/8• ACRYLIC LITE WINDOW LIEF SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. SEC B-B STOP MOULDING BY DOOR INSTALLER (TO SUIT) r 20 GA YIN. GALV. STEEL END STILE 20 CA CALV. STEEL ETER. STELE SECTION A -A ( SIDE NEWT // 14- PAN HEAD SCREW 0 SCREWS PERLITE) ENO N : 2 000 PSIION. CONCRETE COLUMY STILE 3/8 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH NTE C-90 BLOC( OR 2.000 PSI MN. CONCRETE) OR SNAP LATCH ENGAGES STL 1/4•0• TAPCON SCREWS ON 24• CENTERS (2.000 ONTO VERTICAL TRACK. PSI MN. CONCRETE). WASHERS INCLUOED WITH ONE SNAP LATCH ON SLEEVE ANCHORS. 1. O. O. MEN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. AN04O6 MAY 8E COUNTERSANK ARTIER. SiOE BUN NOT REWIRED) ro PROVIDE A FLESH OUTSIDE KEYED - -_ oUTSDE MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT IWNOE TRANSFER LOAD.HANDLE 18 GA CALV. STEEL CENTER HENCE FASTENED TO TITSTOES W 4) 14.5/8• SHEETER. METAL14CA. GALV. STEELROLLER HINGES FASTENED TO END STILES EACH W/(4) T4.5 8 SWEET YELL SCREWS 0 4' 1 4•.3/4• SELF iAPPNC SCREWS PER END HONCE STILE INSIDE HANDLE 2- OUL SHORN STEM. TO BALL STEEL ROLLER. PREPARATION OF JAMBS BY OTHERS. AWED Slaw OU..rrHa. JAMB CONEIGURATION . eaaa m TOLERANCES ar. SECTION C-C .0 - 1. 03 NOTE 4. THE DES" OF THE SUPPORTING STRUCTURAL ELEMENTS .00 - :.015 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .:. ...r...4.r r .000 l.005 RECORD FOR THE BUDDING OR STRUCTURE AND IN ACCORDANCE M WESIERFIELD, P.E. ~ ' w 0000 L.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON /y " IG CJL Degree, t 1/T THIS DRAWING. FLORIDA P.E. / 48495 ttiN A1gk NORTH CAROINA P.E. 123832 Projection *—(:a Udrr. Stated On ne OY0190H$ ARE N 6104M tLOCKBARENLACESN TRACK ON EACH SIDE OF DOOR ITC C I:] DESIGN LOADS: + 25. 0 P. S.F. h -32.0 PSF. TEST LOADS: +375 P.S. F. Q -48.0 PS.F. qxmg. PART NO.: - 1!"1 T1 I T 312 N*d 9 &" IIM IA UMON: MODEL 6RST W4 9- 0 . 8-0: +25/-32 DESIGN LOAD V BY: SUM I DATE: 4/18/00 SCALE: NNS DWG.R CED BY: MWW DATE: 4/ 18/00 SHEET' I OF I SiZE L NO.: 102137 1 REV. NO. I 4 I 3 4 2 ORANGE COUNTY 201:1011NIG DIV. v Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 3/1812002 DESCRIPTION DRAWING # / REPORT # SERIES PAGE INDEX MASTER FILE NUMBER 1- INSTALLATION DETAIL W/ TAPCONS HORZ SUDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 . 1 2- INSTALLATIONDETAIL W/# 8 SCREWS HORZ. SLIDING FIN WINDOW FLEX0028 1000 3 INSTALLATION DETAIL W/# 8 SCREWS HORZ. SUDING- FIN WINDOW XOX CONFIGURATION FLEXOOT9 1000 INDEX :• 4 MASTER FILE NUMBER 2 JINSTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW IFLEX002 0 11000 .. , INDEX MASTER FILE NUMBERS 6 INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0016 11000,1500 & 2000 6 INSTALLATION DETAIL W/# 8 SCREWS FLEX0026 1000,1500 & 2000 INDEX MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0030 . 8. 2000 7 8 UJ TION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 2000 E INSTALLATION DETAILCONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 9 rFLANGEINSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 10 11 STALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX MASTER FILE NUMBER 6 . . SDING GLASS DOOR INSTALLATION WITH TAPCONS U FLEX0021 600,1000 & 200012 13 SUDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLEX0027 600,1000 & 2000 INDEX; •. MASTER FILE NUMBER 6 :.' FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1500 14 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 100011500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES iHMFLGTW i000 i 1500 18 FIN HORIZOUTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES, 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1100011500 21 FLANGE VERTICAL MUWON SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFL0 1100011500 22- ' FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 1VMHMFLG 1100011600 INDEX ' MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 23 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFMFIN 2000 30 FIN VERTICAL MUL JON SECTIONS / DESIGN PRESSURE CAPACITIES 2 2000 2_ 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES L 2VMFLG Page t of mitemasters.)b IW14estc>xi4e TEST REPORTS O UTY WINDOWS BT FLORIDA EXTRUDERS , BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" SER.. 1500 SINGLE, HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X, 79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-21072089-1 180" X 96 3/4" -SLR: 1000 SLIDING GLASS . DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS' DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR HASDNa. CP'NING 3r Oi..EaS ONE By VOOD BUCK By OTHERS CAULK SET•'EEN V:NDOM FLANGE t VO09 BUCK GLASS (TIP.) SEE NOTES) VINDOVHEIGHT DE Sy VOOD - SUCK B. O7nERS CAULK 3:TwE:N VGOD BUCK L H=S-Y. OPENING BUCK VIDTH 3Y GTHERS SHIN AS REO'D I N3TALLATION ANCMGR FLANGE TIPS ;/a' HAx. - j' 3/16' CIA. TAPCON VINDOV FR.AHE C NOTES) Sr.(IVN (SEE NOTE 9) JN71S INSTALLATION ANCHGRN3/16" D:A. TARCON SACVN (SCE NOTE 9) 1-1/" MIN, CLASS (TVP.) EMSEDHENT (SEE NOTES) C BUCKHEIGHT RANGE TYPE I VINDOV FRAME. 1lIISILL c3NCRE7E OR nASO•'.RT OPENING OTHERS j auxN+ I D v C•: CAULK BETVEENJr VINDOV FLANGE VOOD BUCK PERIMETER CALr_K By OTHERS v(NDOV VICTH , STUCCO BY OTHERS CAULK BCTVEEN SECTION B—B ;. NING By OTHERS 1I WINDOW HGT. I I K. WINDOW WTH. --j ELE VATION VIGM2D FROM EXTERIOR TAPCON LOCATION CHART CALL TIP TO LOCAI;ONS gEAQJiL()CA.TIGNS IN JAJA3 sr TOAso iir SIZE TIP 50 •5 TO sr I 7TO 022 74 1 26 C.0 C.D laU 023 74 x 3L 3/e C.D O.E IJ.K-L IJ.K.L 024 7. X SO 5/6 C.c a _.O.E LJ.K,L iJ 32 1 I/. x . L. .: IJ R,L 033 I ICE 1/. x 33 3/6 I E.C.C.: I 9.C.D.E I IJ.K-L •I IJ•K.L1V. x • . A B.C.O.E I a.S.0 ,...' I.J.K.L c nJ.J rA T22 11, X o IJ T23 r l x 38 3/3 I B.0 » C.O.r UX1 I IJ.K.LTait, 3 30 5/8 e.C.D.E F JXl IJ K L 142 X L L 1 U.K.L Y3 120 x 3L 3/6 B.C.0 I. N.3 E.D.E.F UJ4L I 1JX.LW1X6A.E.C.c r CA LI` G.K JX: I K L 6020 72 t 24 j U 6030 72 X 38 CA 9.c O r U I U.K.L60a0aCAB.C.0i UAL U.K•L 8• X 2• 7030 84 X 36 B.C.c3 S.CA.E IJXJ_ I U K.L7040aaAB.C.- - C.O.F IJXJ_ IJ.KA 96 X 2• a. .L-5020 A.. BOW 96 X 36 e.C.0 r 9 CA.E UXl I.I.K.I. a aA 8.c n.: B.C.DE.r 1J.Kr G MJ X 9020 1- X 24 a.t. .: Li UX.L 9030 103 X 3S E.C.f.- = 3.CA.E IJ.K.L U.K.L aA E.0 G - A.5.0 :.E.F 1 K 10020 120 x 24 U U.K.L 10030 I 120 X 36 aX,E I S.C.D.E.r UAl U.K.L . IOG40 120 X 48 B.0 F..E A.B.C.0. F IJ.K L UX.L go S 1) SHIM AS REO'D. AT EACH RISTA ATION ANCHOR. MAX. ALLOWAELE SH:u STALK TO BE 1/.'. 2) WINDOW FRAME WTERu_: ALUM:'(UM ALLAY &A3. 3) TAPCON INSTALLATION A.`.CHOR WAY 2E Or SUIFFIC-ENT LON. TO ACHIEVE MN. EMEEDMENT'0F 1-1/.' Nt0 MASONRY OR CONCRETE. t) USE SUCCOWED ACRr_IC CAULK EEHUND WINDOW FAKE AT HEAD k JAPES. SILL MUST BE ATIACHE0 TO T.(E SUDSTRA:E WIT:( VULKEM 116 ADHESIvE CAULK OR APPROVED MAL. H S) USE SHUCONIZED ACRr. __ CAv.[ roR PERIMETER S:K AROUND EXTERIOR OF WINDOW FuwGE. 6) IF. EXACT WINDOW SIZE IS MOT US7E0 N ANCHOR CHART. USE ANCHEiR OUANTITY.USTEO WIT.f NEXT LARGER SIZE FOR TH.: APPROPRIA CESHGN PRESSURE REOD. J B 7) CLASS TH)CKNESS MAY VARY :Ei THE REOuIREYEN S Or ASTu E13M GLASS CHAPS . 8) LETTER CESIG.NATIOF(S ON THE TAKON LOCATION C:tR• DOCA WHERE TAPCON ANCHORS*AR-- TO EE +NSTAL_:0 wHEN US.% THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED TOLES 7.07 Do- SIGNATED FOR 7APCON ANCHOR SHOULD EE FILLED w:":+ /L S_aEwS OF SuFF1DE%' LIM. TO PRov1D: YIN. S/e IN. EMEEOV:'.T II.7 WOC.l BUCK. 10) APPLICAT.'ON OF VUL.KEV IIE I:ESP-4IrCAULKAT AuE SILL MUST COMPLY w1TH SFALA7E" YAM.r+:TuPE?'S RECOLUEVDATONS. . 11) wHERE wNDOW IS INS•A;.LFfj n MASC•IRY OPENNS WITH A S7RUCTUAL TWO B+_ SUCA. USE VO SC=:AS or SUF%1CIENT _ENGTN TO ACHIEVE 1-3/BiWIN. EMSEOM:'.T A7 a•_ mS:ALLATON FA:7ENER LOCA-IONS. C Q SILL STOOL BY OTHERS O•Y"' CAULK BETVEEN p • L!(NDOV RAraGE PRECAST SILL t PR:CAS7'SILL Br OTHERS t _ t.F11Y L// VULKEM 116 ACMESIVE CAULK OR APaDVED Ea. HrcTION A -A p s F 212002 PFEPAFES I, PK90N:f L APPLK.Ti(0. E141-IEERIrG. INC.. E50 TE 250. ME.:-i3V. t_ ;rA 3;7.i A•6[ •17 W-0365 rAa .0 1>Mti P.vr., ' . SHEATH i7x 1' MIN, N BE D-C, CAULK BET•JE_N BY OTHERS I` V Ih BCV rim t SHEATHING hST AlLAT1ON I ' ANCHOR AB SCREV uc'3 0R TILING 8r I IIaTCRS PEr.IMETER CAULK 9Y OTHERS GLAZING (I YPJ SEE NOTE 7) VINDDV NC IGMT TVO 9T VOCD 91 OTHERSS 1/a' MAX. SHIM Tf:1E SHIM AS RE" SEE NOTES) VINDOv VIOiH 2t• OC. IIIMAX. (TYP.) VINDDV MOTH 1/4' MAX. SNEM S:AC_ CAULK BETv__N TvO By vOOD '102D FIN Br OTHERS t SHEATHING SHIM AS REO'O. SEE NOTES) I I X I GLAZING (TYPJ J SEE NOTE 7) PERIHtTER EOUALLY CAULK SHEATHING SPACE j Gi1iRS Br OTTERS ANCHORS rIM TYPE VINDO-iSTUCCO CIA iYPJ FRAME JAMS SIDI.rG BY Yi.VSTALLATION OTHERS ATICHOR 43 SCREV B SECTION B-B 24O.C. j(TYP rtn TYPE MAX.(TYPE VIMDOv FRAMESlll - 6' MAX. (TTPJ ELEVATION nEv( EO FROM EXTERIOR MARBLE SILL STOOL BY -r + OTTERSF: - .,4 PERIMETER 1) SK AS REO'O. ADJACENT TO. EACH IMSTALJ1T10M A;.CmC.?. MAX. ALLOWAZLE STau STACK TO u , TpY BE 1/i. CAULKL'" 2 - :' „ T : 2) KwWy( FRAME MATERIAL: ALUw.Wu ALLOT 606J. ofarTHERS , _f; yR/D4 9D]3 DcR$ )) vmALLATANCIQR uvsT BE OF SUrrc:£(D HT LTM. TO A HI£V£ M. EVBEDuEMT Or I- f -- - - o( - INTO GOOD FRAME UDABER. jr 1 •-'-., A , jL a) VSE S&ICONIZEO ACRYLIC CAWc BEHIND w.NWW FIN A- r.EAO. S4L G JATG3S. fi I._,.,,- S) USE S4)COADZEO ACRYLIC CAULK FOR P£P.ETER SEAL A,OUNO EXTERIOR or wwDOw FRAuE. c1/A' SHIM _—__. 6) GLASS THICKNESS UAY VAR` PER THE RE:-.pEvEN:S Cl ASTU E1300 GLASS CHARTS.. INSTALLATIDN SPACE MAIL 7) INSTALL INSTALLATION FASTENERS AT 6 LKA%- rR COF_,ERS ANO )(AII, 2i O.C. DESIGN ANCHOR F9 SCREV - PRESSURE CAPACITY OF wSTALLATOmS. 1Y-H AVCHCR S:ACWG AS STAT_0. 1S 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' x 71- ..U. 1' NIti EM3EON-=4T I rim TYPE VINDDV FRANC HEADER VINDDV HEIGHT I STUC40 OR SIDING Br OTHERS II SHIM AS REO'0. SEE NOTES) CAULK BETvECN I VINDDV FIN t SHEATHING I•M( K SHEATHING EM3rDMENTBY OTHERSiV0B• v[mD BY OTHERS SECTION A - A 14 PREPARED It, PROac1 L APPLICATION C74IK£RU4- TNC: ZW INIER-71O AL PKVY.. 'SUITE vA. Ica'-P.Dr. rL-:DA 2z746 Plot 4.7 On-0765 FAA 427 Sn-775 s iv0 9 v00D 1/4' MAX. CAULK BETvEEN BT OTH_ WINDOW WIDTH SHIM SPACE t NDOW" A TIN SHEATHING HISEDHENi R$ L $HQATHIHN, CAULK BETWEEN By OTHERS Ic TVO By WOOD By OTHERS WINDOW lN 6 SHEATHING II I NUNCIOS to SCREW SHIM AS I ( SEE NOTES) STUCCO OR I 1/4• MAX. SIDING Br ; SHIM SPACE _ OT"tCRS 1' MIL EHKD.CmT 1 _t PERIMETER SMIM AS REtrD. CAULK. BY OTICRS •1 rim TYPE (SEE NOTES) J HEAWINDER aKADER GLAZING c7rPJ SEE NOT VINDOv HEIGHT PERIMETER CAULK — BY OTHERS FIN TYPE WINDOW FRAME SILL mmaLE SILL STOOL. BY OTHERS GLAZING (TYPJ SHEATNINNGSEENOTE7) OTHERS VINDOV VIDTH PER:tQTCR IN TYPE WINDOW CA<K iNSTALLArtONFRANCJAMBByGGTHCRi TIX• ASTUCCO OR R3 SCREW II (TTPJ SIDING By OTHERS SECTION B-B WjNDOVEIGHT / EOUALLY SPACE HEIGHT ' 1 ANCHORS (TYPJ B 8 Nits: A 1) SMW AS•REO'0. ADJACENT TO EACH I.•STALtAT10N ANC)IOR. 11 6• rs , ., ALLco Etas SAC- TO BE 1/4 L24• O.C. ( TTPJ 2) wtNOOw FRAME uATERIAL: ALUuvAJw ALLOY 6061 MAX. (TTP.) 3) INSTALLATION ANCHOR BE Of Su FICEM ITN. TO 6• MAX.(TYP) ACH,IM MtN. EMEEDuENT Of t" INTO wOOO FRAME uEMBER. A) USE SLICOMZED ACRrX CA" 8EMIN0 wtNtow FIN AT HEAD. TT SILL a JAMBS. ' LC .) USE SWCO F WI DOW F CAW( FOR PERIMETER SEAL AROUND C EKTERWR OF ww,Ow Fi.AME. NtAX. %nEw D ROU XT RIOIt 6) GLASS TMCKNESS WAY vA.4r PER THE REQUItEuEMS AStu SHIM SPACE EVAL CUSS CHARTS. r:.; . ; a -- f ' 7) wsTALL oFTAusTtoN fr_NERs AT 6' MAx. FRou azrERsA. 2,:s.at. AND MAX. 24- D.C. OESIGN RePRESSU.CAPACttY Or NNSTALUTONS wrA ANNCt-N SPACING AS STATED. IS 70.0 PST lyC' '' A lei' 2:! FOR ALL A'NARA?S 42E5 IJP TO t 19• K 49 5/8• WAX. INSTALLATION I IIANCHORReSCREW SHIM At STUCCO OR I (SEE K SIDING By OTHERS ICAULKBETWEEN WINDOW FIN SHEATHING TWO By WOOD 6 StEA1MIMG BY OTHERS CM9EON£nT By OTHERS SECTION A -A CsoR DA F.t un'FA - tEO'D. MASj ;.% 1_ S) RE DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL AD. LOORIDA TITLE: INS ALLATIOH'DEWL V/ R8 SCPEVS HORZ. SLIDING FIN VINDOV XOX CGNFIGURATIGN- SERIE, 1000 EI AWN BY: BB APPROVED BY: DATE:12/17/01 I SCALE: N. T. S. DWG.: FLEX0029 vRLvAR:D tT• FRD)MT 6 Apa ICATtOM EG(,NCERD4. IHC.. 2S0 tNTCRNATU3NAL IKVI- SITE 2U. H(ATHRDv, •:7IDA 3274 IHOC AO' ws-0765 Tu A07 F_:-0755 CONCRETE OR CAULK PET ONE By vC10D CONC3E-.L OR IFY( UN LUk-AIIUN I-r1A![I vEEN 'COD sr ANCHOR euCK Br C'H£RS nA:O:xtr OPENING MATCN4r OPENING BUCK L MA$-Y. OPENING INS:?:! ION Br OiHgRS cC-A7LL TIP TD LOCA..ION$ IN HEAD LOC 4TIONS IN JAMn By OTHERS 3r Gi.,CRT 3/:5' DIA TAPCON B.' i I^If•• .vl J Lt TIP M+ 6, 7.- Jv S+ Jaos+ o:J SUCK '[OiH) JEa,EAT I TO TO I TO 10 I TO I TO ONE BY WOOD 1/a- SHIM TRACE i {So<r S f 7^ S 7 A• BUCK BY OTHERS FLANGE TYPE NA.. I C> IP2 26 /2 X 26 C C C G MG G.n , JI p 1-1/.• MIN. Iw3 26 1/2 x 3H 3/8 C C I C G.H G N GM CAULK BETVEEN EMBEDMENT VINDCv FRAME SN:M AS REO-D. I.. 26 1/2 x 50 S/a C C C G M G.M GJ+JJ CAULVINDK / FLAEEN C j"3 (SEC NOTES) I 1"45 26 I/2 x 56 1 C C C G.H GM GMJJ L MOOD B —1 1NSTALLAT(.7N ANCHOR. WIZ 1116 26, 1/2 X 63 C C C c n c.HJJ c.nJJ I I ) IH6 26 V2 x 72 C C C G.M G.MJ.J •G .1'.J 7/ 16' DIA. TA?^.On 22 x M n I/•' SHIM 23 37 x Se 3/a C C i C GM G. cm SPACE M?x.- l 2 37 x 50 5/8 C C C cm c.MJJ G.:JJ RIGID V!N% 2a5 37 x 56 1/. C C C c.M G.HJJ Gr..'J GLAZ! MG BEAD 25 3% X 63 C C C G M G.nJJ C'-JJ 26 37 I 72 C C C G.H IJ G.MJJ C.F.G.M J.J CLASS ( IT;.) I/a 11 o ^ ., ESEE MOTEV o C e.0 e.c cM cM cJUJ I ss ss Iro x 3a sro 1 I Sa 53 t/a X x 5/a C e.0 ?.0 GJ. c.HJJ c MJJ STtlCCO 6 I` 3a5 53 1/3 X 56 1/a C B-C =.0 M.0 G.MJJ E.74.4.0 Hr OTHERS 35 53 1/e X 63 C B.0 e.0 G.MJJ G.MJJ E,i,G,H.0 SHIN AS R£0'D. 53 1 5 X 7 C e.0 &C GMJJ E.F,CM.IJ E.F,G.M.0 PERIMETER ( SCE NOTES) 2 a. - -"j CAULKHEivECNC2374x1a;/a e.0 B.0 ..a.C-C G.N G.NJJ cJ..+J CAULK ' A.?.C.O GMJJ GJIJJ E.F.G.HJJ IT OTHERS B. H.(BUCK L' INOVO FIANCE C2a 7a X 56 Ip B.0 B.0 VA L L'07D BUCK DIaS 74 X S6 1/ B.0 B.0 ,LB.CF G-MJJ EJ.GMJJ E.f,GM JJ VtNDOvFLANGE TYPE HEIGHT, 025 74 X 63 E.0 e.0 — MLB.C.O GMJJ EJ.GJtJJ E.F.c..JJ• KIGHT) ViNDOV FRAME HEIFr(r) PERIMETER , 7 X 72 e.c ex A-?.C.D C.M.U.cMJE.r,cMJJ Ei.G.N JJ• HEADER CAULK STUCCO I 20Y20Y X . ft GLASS ETTPJ BY OTHERS By OTHERS .2OU30M 2• X 36 C C C G-M ]"'ii n G. M tSEE OTCS) 2OU40M 2• z .6 C C C GM M G.H V.V. 20Va6Y 24 X 54 C C C GM GIN GMJJ VINDOV VI TH) CAULK BETVEEN 20MWU 2. X 60 C C C GM M - GMJJ SECTION B— B "W- aICT( L Y N . X 7 c C c c- MAS'Y. OPENING 3OW20M 36 X 24 n .n N0=E5- By OTHERS 3OU30M 36 x 36 C C C G,M GJI cJl RIGI VINYL 1) SrcM AS HK_0'0. AT EACH INSTALLATION AN!NOR. VAX. ALLOWABLE -MU40M 36 x 46 C C C G.H G MJJ - G MJJ GLAZING BEAD 30Y.6M 36 X 5. C C C G.H GMJJ GMJJ irP., SHIM STALK TO BE 1/4 30Y50Y 36 X 60 C C C G.H GMJJ GMJJ 2) VINOOW FRAME MATERIAL: ALUMMNUM ALLOY 6063. 30uww 36 X 72 C C C G.Hi i GMJJ E.F.G.H,u 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT Lrit TO ACHIEVE YIN. PERIMETER EMBEDMENT Of 1- 1/4" INTO MASONRY OR CONCRE!E. 4OM30U .a X 36 C C B. G.M GM GMJJ FLANGE TYPE A5 X AL c C ex o.M cMJJ GMJJ CAULK ) USE 5' NLMCOMaZ£D ACRYLICCAULK BEHIND 1SUBS W FLANGE WITH AT MEAD h 40MADY YIN OV FRAMEJAMBS. SILL MUST BE ATi FD TO THE SUBSTRATE MRH YVLICEY aQYa6Y a6 X 5 G C B.0 GM GMJJ GJlIJ BT OTMERS SILL 116 AGMESrv£ CAULK OR APPROvED EQUAL- WMSJu .6 X 60 C C e.0 G.MJJ G.MJJ E.F.GMJJ 5) USE $ILICOra2£ O ACRYLIC CAIIU( FOR PERIMETER SEAL AROUND aDY60Y {! X 72 L C e.0 G.N I,l E.F G.N I f N I EXTERO.aY30.M e R OF WINDOWFLANGE. Y . M JI GM 6 IF EXALT WINDOW SIZE IS NOT LISTED IN ANY' -NOR CHART. USE 5. x 36 C e.0 .0 GM GM GMJJ ANCHOR QUANTITY LISTED WITH HExT LARGER SIZE. FOP IKE .6Ya0Y 5. X 6 C e.0 e.0 GM GMJJ GMJJ 6Y46Y s• X S< c e.0 a.c c.MJJ - cMJJ Ef.G.N.0 APPRJPRATE DES" ;AEiSUnE REo'o. 6V50Y 5• K 60 - C B.C. a.0 CJIJJ I G.MIJ CI.GM+J 7) GIA55 THICKNESS MAT VARY PER THE R:OUIREYENTS OF ASTY C1300 .6V I $•-X 7 C ex I ?.0 MIJ• F HI I F V V GLASS CK4DESIGNATIONS TS. SCU30M 60 % . ,C GM G M G. CAULK BE7V£EM e) LETTER DESIGMATO7NS OM THE TA. -CON NOUTON L11,:RT INDICATE 5OU40Y 60 X 36 C B.0 e.0 GM GM GMJJ VINCOV FLANGE WHERE TAPGDN ANCHORS ARE TO BE INSTALLED WHEN USI.0 THE j0Y DY 6C X 46 C B.0 B.0 GM C.MJJ GMJJ L PRECAST SILL V EXTERIOR EL - NATION AS A KEY. 50Ya6u 6C x 54 C B.0 E.0 G.MJJ G.MJJ E.F.C.M.0 VrvULKEM 116 PRECAST SILL SECTION A—J4 9) ALL FACTORY APPLIED HOLES MOT DESIGNATED FOR rAit O- ANCHOR 50160u 60 X 6o C B.0 E.0 G.H.0 GMJJ E.f.G.M.0 ADH6SiVE CAULK BY OTHERS SHOULD BE FILLED WITH /d SCREWS OF SUFFICIENT l°H. TO-PROInDE W-60V 60 X 72 C e.0 2.0 cM.1J. E.F.GMJJ EF.GMJJ Y Y 00 • 1• M -H OR APROVED f01. Lim. 5/6 IN. EMBEDMENT INTO WOOD BUCK. S6u3J„ 66 X 36 ex B.0 A.a.C.: CM N G.MJJ w,w. 10) APPLICATION OF NMLKEY 116 ADM£SAr CAULK AT FA"S Su MUST 56Y.4V 66 x As C , e.0 A,=.C.'] GM cMJJ GMJJ COMPLT WITH SEALANT MA.NUFACTUREP.'S FECOMYENDAT:ONS. 56Va6V 66 X 5• e.c B.0 A.B.- G.MJJ GMJJ E.F.G.MJJ A I T) ONE ADDITIONAL FIELD DP..'.L ED INSTALLED ANCHOF. IS REO•O. IN Sswwu 66 x 60 EX B c A.B.C.c:. c.MJ.J E.F.GM.IJ C.F.G.M.0 A 8 C p EACH JAM2 ON THE FOLLOWING SIZES: 25" (73 7 62). b26" 56v60V 65 X 72 e' 6.c !B.C.: G.MJJ E.F.CMJJ Ef.GMJJ 73 X-71).- 56M60M-'(65 X 71) h-Sou6O$i (71 X71). PLACE M cm 7 60M30v 72 x' 36 e`.c e:c A.?.C.. GM GM GNJJ 1 ANCHOR BETWEEN ANCHORS ' C AND i AND BETWEEN ANCHORS 'H 72 x as E.0 e.! !?.C.: GM GMJJ GMJJ E AND OVER 55 PST ONLY. a abV 72 X 5• e c a.: A.?.C.: c.M.IJ GMJJ E.F.c.MJJ 12) WHERE WINDOW IS INSTALLED IN YASON.R- OPENING WITH A STRUCTUAL77 x 6C E C B.0 A=.C.] G.M.IJ E.F,GMJJ E ;MJJ F TWO BY WOOD BUCK. USE 110 SCREWS Or SUFF"NT LENGTH TO 72 x 72 E-c B.0 ! ?.G. GM I.J E.F GMJJ F -H., W. Fi _ ACHIEVE 1- 3/B" MIN. EMBEDMENT AT AL INSTALLATION FASTENER ADD:TIDNAL AP1:i,IRS RED D. S=E huTE It LOCATIONS. ON SIZES NOTED IN NOTE 1:1 ADD A 2:0 SCREW G ' H' ANCHOR TO EACH JAMB For'• NOTED DESIGN PRESSURES. INTERNATIONAL, INC r:A., 1"L, FLORIDA EXTRUDERS SANFORD. FLORIDA B B'4'r F L ' 'i-F. TITLE: INSTALLATION DETAIL V/ TAPCONS I ( J MANWACg UnJ3 NAB! / " _ ; HORZ. SL I D I NE FLANG-- -WINDOW - SEP. IES 1000 A DRAttiN BY: BB I APPP.OVED BY: ELEVATION Find ,;t, ''? DArE: 1o/23/01 sCAli:NrS nl c- FLEX00=o VIEWED FROM EXTERIOR - -- Pa( AAaEE of. —Mel L •PPLICATIDN E.K,I+•:E::,a.. INC. 25C INTT.—I'Y PXvT_ T•J'. tC 2ki. K•t-:]v, r:_::Y 327•6 PrfA< '%7 605-0)•a5 a05-a]i? F i CAULK BETWEEN BW. ONE By WOOD CONCRETE op vO0D SUCK 6 (BUCK WIDTH) BUCK BY OTHERS Mc SONRT OPENING MAST. OPENING INSTALLATION ANF--HOR By OiMEP.S BY OTHERS ONE By WOGD 3/16• DIA` TAPCON BUCK BY OTHERS CAULK BETVEEM v NDOV FLAN( L WOOD BUCK 1-1/.' MIN. SHIM A$ REO'D. EMBEDMENTaA " IGID VINYL (SEE NOTES) N I GLAZING BEAD i AXON ANCHOR I T..) 6' D STUCCO J/ By OTHERS SN!M AS REO'D. 1/4' MAX. SEE NOTES) GLASS TYPJ(SEE NOTES) PEQ2rETCR CAULK BY OTHERS FLANGE TYPE FLANGE TYPE WINDOW FRAME ' VINDOV FRAME JAMS CAULK BETWEEN HEADER VINDOv FLANGE RIGD VINYL L WOOD BUCK GLAZING BEAD 1TPJ rDOW GLASSTYPJ SEE NOTES) W.W. WINDOW WIDTH) IGHT) B.H. BUCKHEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL v/ vULKEN I16 ADHESIVE B-BCAULK. CR APRV•D. EM. SECTION FLANGE TYPE PERINE TfR WINDOW FRAM CAULK SILL BY OTHERS a W.W. tECAST SILL 9 BY OTHERS -- I A B I C NoTrs SECTION A -A t) SM•A. AS REO•O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1 /.'. D 2) Mm(p0W FRAME MATERIAL: ALUMINUM, ALLOT 6063. I / - 3) INSTALLATION ANCHOR MUST BE Or SUFFIOENT LTM. TO ACHIM / MIN. EwSEDUENT Or 1-1/.' INTO MASONRY OR CONCRETE. a) USE SILJCOHIZED AcRyuc CAUL( acHmD Irw00W FLANGE AT HEAD J r•1 6: JAMBS. SILL MUST 6E ATTACHED TO THE SUBSTRATE WITH [ vUL(Eu lie ADNES(rE CAW( OR APPROVED EQUAL. s) USE SWCW6ZED ACRYLIC CAULK FOR PERM( cR SEA: AROUND W.H. FEXTERIOROFWINDOWFLANGE.. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANGIOR OUAMTYTY LISTED WITH NEXT LARGER SIZE. NOR THE APPROPRIATE DESIGN PRESSURE REO.0. 7) GLASS THICKNESS MAY VARY PER THE REOUIREuENTS OF ASTu E1300 CLASS CNAP.TS. Ha) LETTER DES"ATIDNS ON THE TAPCON LOCATION CHART 9(DIG(TE WHERE tApCON ANCHORS ARE TO eE INSTALLED WHEN VS(NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY RIPPLED MALES NOT DESIGNATED FOR TAPCON R!Mr[R CAULK CTMRS CAULK BETWEEN) WOOD BLOCK L MAST. OPENILC By OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 4 •4j B 0 AA7 ANCHOR'SmOULD SE.FKLEO WITH /a SCREWS OF SUFFIOCMT LTM. TO PROWOE MIN. 5/8 IN. EueEOUENT INTO STOOD ?JCK. A 10) FLORIDA EXTRUDERS A20 SERIES SINGLE HUNG IS SHOWN. ELEVATION PRIMALSOAPPLIESTOOTHEFLORIDALEXTRUDERSRUDERSISMAND2000SERIESSNCLE MUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OP_M)NG WITH A STRUCTUAL TWO BY WOOD (RUCK. USE'10 SCREWS OF VIEWED FROM EXTERIOR SurTICE1•TLEmCTHTGACHIINEvE1-3/a- u. Eve-OMENT AT ALL INSTALLATION FASTEMR LOCATIONS. I- I u Q •, 1.'- 4 TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN 'JAM.3 SIZE SIZE' 30. v TO 40Pv a I.Sr TO 70PSF 30y3r TO 600V a ;.V TO 7:.0 12 Ia 1/ 3 X 25 B e r,e r.G 13 to 1/ 5 .37 3/8 B 6 r.G F•G to IE 1/ a A..9 5/0 B B r.G F•G 145 15 1/ 8 a SS 1/4 8 6 f.G F.G Is to 1/ 5 A 62 8 B rF - r.c 16 16 I/ 6 A 7t B 6 fF r.GJU 17 1• 1 a 3 P is FGJ. IM2 25 1/ 2 A 25 B 6 F 1113 25 1/ 2 A 37 3/6 6 B IF F.c INA 25 1/ 2 A .9 3/5 B 6 rF rchj t M.5 21 In*X SS 1/. B B iF rF!•J :. INS 25 1/ 2 X 62 B B fF f.G.1:J, INa 25 1/ 21 71 8 B rF r.G.Hi IM7 25 1/ 2 A $3. B B F.GJ.K F.GJK 30 1n . 26 30 to 36 3/6 29 1/1 25 ri 1/2 A 37 3/6 B B f c F. 30 In . 50 3/5 29 In X 49 S/6 6 B rF rF FFJu FFJ'J 30In . 361/4 29 1/2 A S5 1/. B B F.G F. GJIi 30 1/2 . 63 30 1/2 . 72 29 1/2 1 62 29 Ina 71. B 8 6 e F.cJUFFJ(J 30.1 a. 29 in A 63 B 6 F,GJK F.GJK 23 36 X 25 36 a 37 1/5 B 0 ' B fF r.c 24 t X . 7 S/e e e 0 F.GF.G F.G.HJ rc.hi 245 25 3a 1ss 1/. 36 1 62 B B B FFJtJFF.HJ 26 36 X 71 B 8 FFJ(J O.CF.W+J 7 36 1 63 B B FFJA FFJ(JJ.-C a . 2 . ]a 3/ 6 I . 1 1 PX 25 y6 B BfF fcYJ 2 . so 5/ 0.1 A .9 !/a 6 6 B 8FF rFJIJf.GJ( J I.GJ(J 2 . s6 1/. 42 . 63 41 1 SS 1/. t X 62 8 6 FFJU O.E.F.GJ•J 42 . 72 t X 71 B 6 FFJ1J O.EFFrJ a 41 1 83 8 I c K F.c.M.IJ!C 48 26 7 X 25 B A,C AC rG.PJe . 36 3/6 T . 2/6 3/8 8A.0 0 F.G.HJ a . 30 5/ 3 a S6 t/ a 47 A 41 7 A ss 1/. B A.0 FFJIJ F.c.M.J as . 63 7 A ii 8 tic F.c.MJ FFJtJ O.EPJ;.J O.CFF.J sa . 7i a. 7 1 63P A FF n rFG... 32 33 52 1/51 25 52 1/8 X 37 3/a 6 B A. A.0 rFF.0 F. G F.G.M.,G 34 32 1/ 6 X .9 S/a B Ac rFJ(J FFJ(J F. G.H. J DLFFxJ 34535 32 t/6 A SS 1/. 32 1/6 1 62 B B A.0A.0 f C.M.I D.EF.GJ+J 36 S2 1/ 6 X 71 B AC F.GJIJ O.EFFJV 37 52 1/ a X 63 B C F.GJK O.EF.GJ.!(J.K 37 SIZE NOT AVAILABLE IN 1000 OR ISOO SERIES. v XPAR!0 a': PROOUCT A APPUCA:IOM EAcNECIO , ONC-- 250 NtVh"ttO P.T- SOTE 250, HGE,.;HRON. I'LORIDA 327.6 PHONE 407 005-0365 ru .07 S:S-)36a 19 CAULK BETWEEN SHEATHING WINDOW FIN t BY OTHERS SHEATHING INSTALLATION AvCMOR NB WOOD SCREW 1 STUCCO By OTtiRS PERIMETER CAULK BY OTHERS WINDOW ICIG47 GLAZING cTYPj SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR NB WOOD SCREW STUCCO' W " BY OTHERS CAULK BETWEEN WINDOW FIN SMEATMING t SHEATHING By OTHERS SECTION A -A I' MIN EMBEDMENT TWO BY WOOD r BY OTHERS SHIM AS REO'A SEE NOTES) 1/.' MAX. J SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING tTYP.) SEE NOTES) FIN TYPE WINDOW FRAME 114AARBLE SILL STOOLBYOTHERS TWO BY WOOD BY OTHERS 1'nIN. EMBEDMENT 01;1'P F A A A.F. M lJFAC'r NAME- GLAZING FR + # GLAZING (TTPJ y j (SEE MOTES) msTE) WINDOW 1 vlDTN -'I I A I 24' O.C. MAX, (TYP.) EOIKLLY SPACE ANCHORS (TYP.) WINDOW HEIGHT 1 HEIGHT I I , 6' M AX. (TYPJ ELEVATION wEwED FROM EXTERIOR WINDOW WIDTH SHIN AS REO'D. - cSEa NOTESH FIN TYPE JWINDOWFRAME JAMB . PERIHE : ER — CA•.XK — 6r C.HER S F_ i/.' MAX. SHIN SPACE TWO 8Y WOOD STUD BY OTHERS I' MIN En2_DHE- nT BY OTHERS CAULK BETVEEM vlNDOv FIN - t SHEATHING INSTALLATION ANCHOR S WOOD SCREW ST(>` CO By OTHERS SECTION B-B NOTEc• 1) S:uu AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SMIN SACK TO BE 1/4% 2) WINDOW FRAME MATERIAL: ALUMUMM ALLOY 6063E r• 3) INSTALLATION ANC-mOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE UN. EmEEDuENT,OF I' INTO WOOL BUCK. N) USE SRJCON ZED AC -LC C- 4r BE"D WINDOW I'm AT MEAD. S4L k JAu?S. S) USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER SCAL AROUND EKTEWR OF wwDDN FRAME. 6) It EXACT WINDOW SIZE 6 NOT LISTED'(N ANCHOR CHART, USE ANCHOR OUA.NTITY LISTED WITM NEXT LARGER SIZE. 7) CLASS THICKNESS MAY vA?Y PER THE REOuLk:NENTS OF ASTM E1300 OUSS CHARTS. 6) FLORIDA EXTRUDERS 000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A: -PLIES TO THE FLORIDA ETRVOERS 1500 AND 2000 SERIES SINGE HUNG WINDOWS. REVI DESCRIPTION DATE INI FLORIDA EXTRUDER., INTERNATIONAL, INC SANFORD. FLORIDA TITLE: INSTALLATI_N !:_TA!L v/RB SiEWS SINGLE HUNG C;v vINDO- - SERIES 1000,1530. 6 2000 DRAWN BY: B9 APPROVED BY: DATE: 12/13/01 ;SCALE: N. T S IDWG..FLEX0026 SHT 1 OF 2 1-. r. ro,r.. u..A a.H,. .eT NHNrs-ales WAX .6T tcs-c7es i CDMMCRETE CR MASONRY OPENING BY OTHERS ONE BY vCGD BUCK BY OTHERS CAULK BETVEEN v INDOV FLANGE Ca L VCCD BUCK F TER CAULK By CTHERS GLASS (TIP) SEE NOTESI vx INDOVGMT) PERIMETER CAULK By OTHERS a CAULK BETVECN VINDOv FLANGE t PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR. APRv-D. COL. INSTALLATION ANCHiJ r7/16• DIA. TAPCON CAULK BETVEEN vCa.0 BUCK L MAS'Y. OPENING a- OTHERs GLASS (TYP.) I-I/A• MIN. (SEE NOTES) Q C Er.BEDnENT SHIN As RED1.14' MAIL D. # SEE NOTES) FLANGE TYPE WINDDv FRAME W.W. RIDGED VINYL A GLAZING BEAD B.M. HEIGHTIGHTIC) RIDGED VINYL GLAZING'SEAD I W••)• . 24- CLC MAX. (TTP,) rFLANGE TYPE1vINDOVFRAME t 6• MAX.. (TYPJ L_ ( Q . 1 a PRECAST SILL BY OTHERS SECTION A=A A —*' ELEVATION VIEWED FROM .EXTERIOR q.v. BUCK vIDTn) SHIM AS REO'D. 1/a' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD rv.• CA BETE ORE•IC 9•C+T MA _NRT GENING BY OTHER: D INSTALLATION ANCHOR 3/16' CIA, TAPCON . . v O ONE By vOCD BUCK BY OTHERS . v FLANGE TYPE p VINODV ERNE CAULK 6CTvEEN vINDOv FLANGE PERIMETER a .ODD BUCK CAULK - BY GTHERT CAULK B[TvEEM OD BUCK l V.V. MAStT. CPCMING vINDOv vIDTHU I By6Y OTHERS STUCCO BY OTHEERS SECTION E—B 1N1)FSKY AS REO'O. AT EACH INSTALLATION Ar04M MAX. ALLOWABLE smu STACK TO BE 1/4. 2) WINDOW FRAYS MATERIAL• ALUMOMM ALLOY 6063. 3) 3/16- Wl TAPCON R(STALLATK3N AMCNORS MUST BE OF SUFFICIENT LTM. TO ACHIEVE YIN.. . EMBEDMENT OF 1-1/4• INTO MASONRY OR CONCRETE.00AT HEAD a: JAMBS. 54L MUST BE a) USE SNCOwZED ACRYLIC CAULX BEHIND wINW FLANGE ATTACHEDTOTHESUBSTRATE_ MATH VULKEM I16 ADHESIVE CAULK OR APPROVED EOUAi- S) USE SILICOmzED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW F(ANCE- 6) IF EXALT WINDOW SIZE IS NOT LISTED IN ANCHOR CMART. USE ANCHOR QUA;. ;TT L.—S ED —I-. NEXT LARGER SIZE. FOR THE APPROPtATE DESxN PRESSURE REO'O. 7) GLASS THICKNESS MAY VARY PER THE REOUIEMENTS OF ASTY E1300 CLASS CwARTS.- 6) WHERE SPACING BETKEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. /B SCREWS:OF SUFFICIENT LTM. TO PROVIDE MIN. S/E IN. E%, _DMENT INTO WOOD BUCK SHOULD BE INSTALLED. S FIXED w,NDOWIS SHOWN. THIS PRINT ALSO APPLIES TO THE 9) FLORIDA EXTRUDERS t00C SERIE FLORID/ EXTRUDERS 2000 SERIES FIXED WINDOWS. 10) SEE BACK OF THIS SAT. FOR B(SL'1( Aw--.W REOu6REATENTS. 11) APPLICATION OF yvLRE11 116 ADHESIVE CAJLX AT FRAME SILL MUST COMPLY WITH SEA.A•1T MANUFACTURER' S RECOMUENCATIOMS. IZ) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A,FRUCT TWO BY WOOD BUCK. USE JIB SCREWS OF SuFFOOENT LENGTH TO ACHIEVE 1-3/8 M TUBE MULLION. SEE 13) wIN00W UNITS CAN BE MULLED TO OTHER UNITS USING ALUwN MVLLION INSTAUATION SHED FOR P.EOUIREMENTS. INTERNATIONAL: INC n FLORIDA EXTRUDERS SANFORD.. FLORIDA TITLE: iNSTALLATiON DETAIL v/ ONE BY BUCK FIXED - FLANGE vINB3W SERIES 1000 8 2000 I DRAWN BY: '. APPROVED BY: 2 1 02 2GDATE: 10/22/01SCALE: NTS DWG.: FLEX0018 SI,'EET 1 G 2 IMEP•RED ,::' ROOKY M0990LOCT CORP.. 250 VOER HAros an• SURF M. wArmto%. FLOROA 327-6 PHONE a7 WS-0365 FAX a) 2F5-:5(6 7 SHEATHING By GTHERS CAULK BETWEEN VINDDV T.l L nEATIN I INSTALLATION ANCHOR m8 SCREW zifRST FINISH OTHERS — 1 1 / v£a1mET£a CAULK By OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK AT DINERS INSTALLATION ANCHOR AB V00D SCREW EXTERIOR rim BY OTHERS GLAZINC SEE NOTE 6: I• IN i3EDNENi VINDOV VIDTH Ir t/a' MAX. BVOODO T, OTHERS SHIM SPACE Sr--NOTES) NAME'./ \ j( U SHIM SPACE $ GLAZING SEE /QTE 6) HEIGHT rim TYPE VINY'v FRAME SHIN AS REO'D Ida• KAY SEE NOTES) WOOD FRAMINGJBUCKBYOTHERS1'mIN. LCAULKBETWEEN WINDOW FIN t SmEATNING EN3EDmEN. SHEATHING BY OTHERS SECTION A -A EXTERIOR rim TYPE PERIMETER WINDOW rRAmE CAULK BY OTHERS A !-I ELEVATION VIEWED FROM EXTERIOR SECTION B-B 8 VIIED FRAMING By OTHERS SHEATHING 3Y OTHERS ImSTALLATION ANCHOR 3 SCREW CAULK BETWEEN VIN3DV rim t SHEATHING EXTERIOR r[NISN BY OTHERS NOTES 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. WITH LOAD BEARING SMW. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2). Wu4DOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT L.ENGHT TO ACHIEVE MIN. EMBEDMENT Or 1- INTO WOOD FRAME. USE _ SEAMETERLAROUNDEE,(TiAitoR OF mN*OOWORFRAME. S) USE -SR.ICOHIZEO ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGE GLAZING IS SHOWN. INSULATING GASS'ALSO OUALIilZD. 7) FLORIOA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS ISOO ANO 1000 SERIES PICTURE WINDOW.' 8) SPACE INSTALLATION ANCHORS AT 6- MAX. rROMICORNERS ANO MAX. 2+- O.C. DESIGN PRESSURE CAPACrtY OF INSTALLATIONS, WIT!+ ANCHOR SPACING AS STATED. IS 70.0 PS- FOR ALL AvARABLE-SIZES UP TO 73' X 71' OR 63. X 95' OR 119' X 37-3/2- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US::( G ALUMINUM Tu9E MULLION. SEE MULLION INSTAL. ATION SHEETS FOR RECIREMENTS. FLORIDA EXTRUDERS INTER"ATIONAI SANFORD, 'FLOO RIDADA TITLE: INSTALLATION DETAIL W/ 98 WOOD SCREW FIXED FIN WINDOW'- SERIES 2000 DRAWN BY: - BB APPROVED BY: Pq!vaR£ D IN: PRODUCT rcCHNOLOGV CDRP_ ZSO MERMATONAL PKWY. S4:E 250. IAA_ MAR,. RORCA ::7.6 PHONE 407 E05-0365 r U CAULK BETWEEN VINDOV FLANGE L WOOD BUCK C^JiR£fE GR wT OPENING Br CTyE2S HiEi: FIN:SH f DT.q-^S 1 P£21ETER CAULK BT OTHERS VINDOv FRAME HEAD EXTERIOR WINDOV FRAME MI. FERI ETER C4-K BT OTHERS KTERMR FINISH BY OTHERS KLK BLTvEEN IMDv FLANGE WOOD BUCK. AIF-K BETWEEN 4= BUCK L ASONiY O-KING IT OTHERS CAULK BETVE-M VOOD 3UCK L KASON;Y OPENING BY OTHERS ONE BY VGGD BUCK BY OTHERS INSTALLATION ANCHOR 3/I6' D:A. TAPCON Q Q [ubu7MENT 1 1/P IA&X. rSM,M SPACE SKIM AS REO'D S_E NOTES) GLAZING (TTP. SEE NOTES) 4 CEtrIC2ETC OR MASOtQ_T BY G71CRS CF('TION A —A INSTALLATION ANCHOR 3/16- WA. TAPEON SN:N AS RED'a cSEE NOTES, T_ L 1/4- MAX. r SKIM SPACE NOT:: 1) SKIM AS REO'D AT EAC„ INS:ALLA"MAN AWCmCR WITH LOAD SEARING SHIM. MAX. ALLOwAaLE SNM STACK TO BE 1/4-• 2) WINDOW FRAuE W:ERI/:: ALUMINUM ALLOY 6063. 3) 3/16- W. TAP' -ON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO AC,vLV_ MIN. EMBEDMENT OT 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCOM ANCHORS 6 FROM CORNERS k 240. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATE? FOR TAPCON ANCMCRS S OUL0 BE FILLED W-IM /D SCREWS OF SUFFICIENT LTK. TO PROv10E uIN. 5/6 N. EMEEDMENT INTO WOOD BUCK. A) MERE WINDOW IS INSTaLL.0 IN MASONRY OPENING WITH A STRUCTUPAL TWO BY BUCK. USE /10 SCREWS OF S:IF:ICIENT LENGTr. T ACwvr__ 1-3/E_UN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE S.1COM-10 ACRr.IC CAULK BEHIND WINDOW r-ANGE A: HEAD. SILL LAMBS. 6) USE SLICOra2E0 ACRr.IC CA= FOR PERIMETEROMN SEA: ARD EXTERIOR OF W, NOOw FLANi.E. 7) GVSS TraCKIESS WAY VARY PER THE REOUKREA(U•f.S OF ASTM E13M GLASS. CKA: TS, Swat; GLAZING IS SHOWN. BLSUlATY1G GLASS IS ALSO OuALM. WN a) BUILD DOAROUND CURVED PORTION OF wu=w FRAME TO BE ENGINEERED BY OTHEP. 5. BUILD OOwN MUSE 8E OF SUFiECEM S"RENGTN TO ADEQUATELY TRANSFER LOAD FROM R(DDI, TO ME'S'RUCTUR_. ' 119) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WwDCW SNOwN. TmS PRINT ALSO APP, JES TO FLORIDA EXTRUDERS 1750 SERIES Q 2000 SERIES. 10) ELEVATIONS SHOW COMMON CONFIGURAT,ONS. IT IS NOT INTENDED TO MIT USE OF THIS PRODUCT TO THESE TWO CCKFIGURAtOVS. LaS SKEET AFPXS TO ALL CON% IGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER -UNITS L•9NG ALUuINUM TUBE MULLIDN. SEE - MULLION INSTALLATION SHEETS FOR REOIARMNTS. A I E TERIOR ELEyATIJN 1/ 4'--- SK: M SFACE SKIM AS REO'D SEE NOTES) VINDOV FRAME A Q JAM. 9 GLAZING SEE clip. 7 r NGi£S) PERIMET£ R CAULK 1 BY OTHERS E< TLRICTi FG+ISN By OTHERS VINDOV VIDTH — 1- 1/.• MIN EHKOP.. ENi ONE BY VO73 BUCK By OTHERS INSTALLATION ANC.'. 3/ 16' DiA. TAPCON CAULK BE:VEEN VOCN lBUCK L IAASy:S'OFEN:AG 31 OTHERS C\ CAULK B£ TVrEEN vLN7,v fLA.vCi l v000 BUCK CONCR£TE OR NASONITY OPENING BY OTHERS CTIC 4 B—B WINDOW uwTH A EXTERIOR EL= VATION 1 HEIGHT 8 8 16 E M.L AL FLORIDA EXTRUDERS INTERNATIONAL. O. RIDA OE BY WOOD i ," / TITIEiLANGE INSTALLATION DETAIL CONCa=TE IALADER V/1 BY B:!CK BUCK BY OT.rC2S DESIGN=R FIXED VINDOW 1000. 1750, i 2000 SERIES DRAWS BY: BB APPROVED BY: Uz DATE: 02/12/02 SCALE: NTS DWC.: FlEx00]5 H.(••Kl A.• XH rcc.AMr.• O•. X,H wrcw.•f[?l R.A. L^1 l,A(.H-V. KIO.IM Y y •.OK rf cA, rr QH C.•OM ONE aT SUCK Br Cler_2S CAULK BETWEEN vINC_v rLANGE L S; A7.uNG J C7.iEt'r:j DT CiHRS EITCRIGR rUO: N tT OTHERS PER:HETER CALF K By CNERS WINDOV FRANC HEAD waOOw HT EAiER.OR INSTALL-::CN ANC{;, co SCREW BUCK vID7K 1-3/ 8- Mw. E.SEONCNT t/t" AUK. uL SPACE CAULx BETvE_ N TvC Br BLfK t C? GRE7E BT GTHERS TALLA.1+ A: NC 0 0 S.RE': a CAl' JI nTvE'N vLVDOv rLArCE t 16aD BUCK a a 8) FLCRjCA EXTRWERS 1000 SERFS OESICKER wu<OW SHOWN. THIS PRINT ALSO APPLIES TO rLORIQA EXTRUDERS 1750 SEMES h 2000 SERIES. ' % CONCRETE GH' B) ELNATIONS SHOW CONNCN CONrCuRATIONS. IT IS NOT NTEHDED TO ln/T USE Or HASOWY TAUS PRODUCT TO THESE Two CONr1GTTRATONS. THIS SKEET APPLIES TO ALL PCRLETCR CAULK ST Cn(RS w AS 0\. CW)GURA:10N5 THAT CAN BE MANUFACRAIEJ FPON THE 1000. 1750. A 2000 tr OTHERS SC--- SERIES OES"ER nxE0 wtOOW rRAUVIG SYSTEMS. 10) wwLOw UNIT CAN ALSO BE MULLED TO OTHER UmTS USING ALULCNUU TUBE WIN50v WIDTH MULLION. SEE MULL HON INSTALLATION SKEETS FOR REOUREMENTS. p o EXTCR:CP FINISH p SECTION ipaT OTHERS GLAZ.NG ( TTP. ' V— SEE NOTES) V;Wv rRAr_ S.LL PEihETCR CA. r.K SKIN AS REOD - S. DtHEPS r-%JS. CR r'USKSECNC7EU 11I CTKRS CAULK BETWEEN d vjmwO FLAWAtit@,< 1cE BTVOCID i CAULK lrl. ECN WOOD }-_K t NA".W..' v'PCNUG a+ QTHE S GF(TION A —A of OTHE. s — — BUILD DGvv Bf OTHERS APPL:ESNei-:G- TLU BT rRAN:NG TO SILL) 1) S"%M AS ?EO'O. AT EACH 757ALLA.4N ANCHOR WITH AD LOBEARINC SHOP. UAX. BT 07rERS ALLCWABLE SMW S. Arx TO BE 1/A-. 2) WWDOw FRANC UA.E3.4: AL'JWMUM ALLCY 606:. WH. 3) TA?_ ON R+S ALLATIQN ANQY'RS AT Sr: NLST EE OF SWiEIENT :TH. TO A`!U:JE SHIN AS 7EC•D I ENSEDNCNT 111, EMExl EOAIANT OF 1-:/A- wiO MASOACl.COr4R-=:. 110 INSTALLAT"'N tS_E NOTES) cZ;LEWS AT NEAR h J.WES MuST B: Or SUMC.ENT LENGTH TO ACHIEVE 1-3/8- MIN. ENBEOAENT tNTD WOOD rPJWWG AND 3UILS: DOWK WHERE REQUIRED. RtS.mAATION ANCKCRS & SZREwS TO EE PLACE3 6 RN. FROM CORNERS S 2- IN. O.C. MAX. v:Nmv ru E U5: SILICC04ZED ACRr.IC CAULK efK o wUDOw rLANGE AT HEAD. SILL k ... S. 3AN9 S) USE SILCDNRED ACRTUC Cm" FOR P--R1NCi-AR SEAL AROUND EXTERzOR Or FLAmCECXNES W.ASS TT SEE MAR. T 6) G:ASSitHCKNESSMAiWARTPERT.{ ICOU6IEMENTS Or ASTu E1300 CLASS NO SEE IdiC'H SAW SPACECHARTS. SO4CLL GiANNG IS SHOWN. wgiRATIMG QASS'b ALSO QUAlolo. 7) BUILD DOWN AROUND CURVED PORTION Or WWDOW rRAME TO BE ,EWvCE:RCD BY OTK:RS. SW-D DOWN MUST BE OF SUH710ENi STRENGTH TO AuEDUATELT TnANSrER LOAD now WWDOW TO THE STRUCTURL SUCK HEC HT L SKU AEXT;,F10R ELEv, 71ON 1 L1-1/-- M..CEWRAL FLORIDA B.0.4F. ' cNcEDMEN MANUFACMER NAME: ONE B r - O,K BUCK 3r RS 1- Ic - .J .jL X .A,1•-r1la . i f . IKSTA•:ATION ANCX2 =AJ J, JLIL r 7/ 16• :1A. IAPCON CL0 4 Y. R WNgV4 wDTH A A. EXTEPIC'= E' ;vATION I• .:N L, 1/4-Iw). A. INSTALLATION zDiMt Dui Si+[( ANCr2R SCREV (TTF.) UIK eE iNp PINEA CA: WING TVO By BUILD TVp BT FRAMING SKIM AS Rf0-D. BT OTHERS SE_ NOTES) r C:HERS DOVN Br OTHERS CAULK 600D FIN FIN FRANC JAMS 1 I I :ksTALLAIMN I I SMiM AS REO'D. SCREV (T rPJ (SEE kc-;ES) i) SAN AS REO'D. ADJACENT TO EACH R(STA,JAi@ON ANCMOR w17M LOAD BEARING SOW. MAY, AULOWA-J Smu STACK TO BE 1/4'. GLAZING cTTP. C SEE NOTES) --jLI2) wROOW FRAME MAT:..R:Al- A:wwUu ALLOT 606!- L rot ' I 3) USE SZ.CONHZED ACRYLIC CA19K BEMINO WINDOW FJN AT HEAD. SILL k .w(BS- UH MA1aA>I' a: USE S:UCOwZEO ACRYLIC CAW( FOR PERIMETER SEAL AROUND ExTERMOR OF wU(Opw FRAME- v C f,(At j OF ASTM E13WOUA CLAtEO- S) GLASS TwCNNESS wr vARS PER THE REO'ATINGCHARTS. SINGLE GAZING IS S.NOwN, R(51RA:ING GLASS IS ALSO OuAl6(E0. GLASS SHEATHING. 6) SCR-hT ANCHORS AT NEAP. -Su k JAM°S SHOULD BE /8 SCREwS OF SUFFCIENT Br CTMCRS LTM. TO PROME um. I IN. YIN-. EMBEAMENT INTO wOOO FRAME. PLACE /9 ExTCRIDR FIWSMJ SCREW ANCHORS•6' FROM CORNERS AND 24' O.C. MAYS.. CxtER!Ot IT OTHERS v 7) BUILD OOwH AROUND CuRvllo PRTMON 0< wvtDOw FRAME TO BE ENGWEERM By\—CXTcqmR FLvISH OTHERS. 8(14D OOwN MUST BE OF SUFPCCNT STRENGTH TO ADEOUATELT Ir OTHERS TRANSFER LOAD FROM WU40W TO THE STRUCTURE. PERIMETER CAULK 8) FLORID EXTRUDERS 1000 SERIFS DESMCHER "NOOw SHOWN. THIS PRINT ALSO PERIMETER CAULKITOTHERSPPuESTOFLORIGAEXTRUDERS1750SERIESk• 2000 SERIES. vR DCv W:N T al -OTHERS 9) ELEVATIONS SMOw COMMON CONFHGURATIONS. IT IS NOT WENDED TO LWT USE OF THIS PROOUCT TO THESE Two CONFIGURATIONS. THIS SMEET APPLIES TO ALL rim FRANC HEADER CONFIGURATIONS THAT CAN BE MANUFACTUREO FROM THE 1000. 1750. k 2000 SERIES DESIGNER FO(EO wINOOw FRAMING SYSTEMS SECTION B-B 10) wtNOOw UNIT CAN ALSO BE WUED TO OTHER UNITS USING ALUuImVW TUBE uuLUON. SEE MULLION INSTALLATION SHEETS FOR REOUIREUWS. GLAZING (TTP. SEE MOTCS) CXTERIOR PERIMETER CAULK By OTHERS E KTER!SR FTNT SN— BT OTHERS e IKSTALLATION AHCMOR SCREv, (TrPJ SHEATHING Br OTHERS FIN FRAME SILL SM! M AS RE0•D.— SEE NOTES) / I L W., SPACa flll EXTERIOR ELEVATION TVO BT FRAMING BT OTHERS L^ 7- CAULK BEHIND FIN r•' 5 • CENTal- L ' TjofE. 1• HIM ,i(8 ` ! SECTION A - A r 2002 A EXTERIOR ELEVATION TIONAL INC FLORIDA EXTRUDERS'SANF D. FLORIDATTTIE: FIN INSTALLATION DETAIL DESIGNER FIXED VINDOV'1000, 1750. & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/ 14/02 SCALE:NTS DWG.: FLEX0037 F HRH K(rt v — wq—r ... Hlen — —. . 11— .1. H.o — Ne)aH •.... a- -.) CONCRETE OR SIy:M AS PE'C'l INSTALLATION ANCHOR MASONRY OPENING ISLE NOTES) 2/16• CIA. TAPCON 1/N• Max SHIM SP.CC By OTNEZS E :RK BETVECN INSTALLATION ANCHOR IB SCZc'J (TYP, vH><Zf I I/V MIN. EM2EDMENT CONCRCTE OR MASONRY OPENING a: OTHERS DO Or, ONS A<E NOT R=D•D.) I I 7BUCKCAULKBETVEEVONEByVC-ODiA?- BUCK BY OTHERS ONE By vLTOD INSTALLATION A:RCrCa2 CAULK BE?vEEN PEZIMET-1 vOOD BUSK t MAS'Y. C?ENiTNL i BUCK BY OTHERS 3/:6' D1A. TAPCON MOD BUCK t ' MAST. C4•JLK BY Br OTHER$ r1 I/• MiN. OPENING By OTHERSOK: T--- 1 I Er.3EDMENT STUCCOSTUCCO EIS v II C I 1/• M.l%. SLIDING GLASS DOOR FRAME JAMB III G CAt7LK BCTVEEM SL:C:NG CLASS CAR VG D BUCK t MMOK STRIP CAULK eCivEEM HOO: STRIP t v00D BUCK II t1H $•^SCE II I!hI L1$'T, OPENING By OTHERS 1 111 SY.:M AS REO'D. d E I I (SEE NGTES) 1-1/4' MIN EN3EDMENI Q INSTALLATION AMCKYt 3/16' DIAL 7APCON TEM?EZED CLASS CAULK BETVEEVp TrP.) DOOR FLANGE INSTALLATIOV ANCHOR t %,WD BJCP• as SCREv <TYP. vHCRE TAPCONS ARE M07 REO'DJ t SLIDING GLASS ONE By V000 DOOR FRaTg PERIMETER CAULK BY I G CONCRETE OR BUCK BY OTHERS HEAD OTHERS MASONRY OPENING STUCCO BY OTHERS BY OTHERS S.G.D. VIOTH C ElCO + B.O.4i.7EMPERED GLASSTEMPEREDTYP.) GLASS (TYP.) SECTION RMANUFAGTURER NAM: SLIDIGLASS DOOR NGDOOR IT r.c+p i Y+.r )ers INTERLOCK EtG" T MASTER FIIAE # HOOK STRIP DETAIL A i 11 DOM MTE06 RIAL. ALUMTMAALLOTA3. 2) TAPCON TYPE RRTALCATTEN AK1QK M)S: K Or SLlfICICMT r 1- 1—INTO MATI1roY OR COCRETC. LEACt" TO A04EVE IQ)L CMKOCMt SLIDING GLASS I I D:f' Zi rRArE SILL I D 3) ALiERMATE TAPCON INSTALLATION AldORS fRONT TO WK IM ALL rRArC rEMDERS. ... 41 'TAPCON AMONQR CmART ON RACK Cr 1102 SKCT. 3) USC SRICOC2CD ACRTLIC CAULK KNIMD DOOR rLAWA AT 1CAD t JAMIi - _ Al tiC SRICONIICD .CR, C CAULK TOR PCR:HCTCR SEA: .ROPWC.TCRICR Or'DOD:L _ 7) Q C=ACT DOM SIZE IS NOT LISTED IN AN CHM CHART, USE AKMOR-CWwTITT.LIStCO V:TM NCIT LAR= SIX.' rQR-TK APPRWRIATC DCSIGM PRCSSLOM RCTL R) TOR POCKET DOOR SECS USE CLOSEST !'PASS DOOR SIZE t COWIGIRATTON TO rUdSKD OPCITRC. PLACC'TAPC06, IN rRpR Or HOOK ITR3 AS S+OIMt - T CLASS TMICKrESS Mr vART PCR REOUIR: CN.S Or ASTK C13M GLASS CHARTS. t0i ALLrACOERTAPPLWIEDLESOCTHOTStGNA7EDrORTAPCO• ArCHC R SWK1 K fILLCD V1TM .D AKU: Cr Sltr{CIEMT LENGTH TO PROVIOC MIN SAR' CNKDKMi INTO WOOD )'JCK. .. O) D= tali S APPROvEO USRd TE-PC.'LTD GLASS IM SIMGLC GLAZED OR WAXATtMG MASS 12) JMN! I SILL C6UERS An TO K SCALED V:TM A SM.LL JOINT SCAM SEALER - IL SHIM AS REO" 0. AT CA. SET Cr INSTAL IAiROM AACNQti. MAc ALLC—SLE W. STACK TO K V.'. _ IN) ALL tMSTALL.TION AK -ORS MUST K NM:E CQRDSIVN RESISTAMT M TCRIALS. IS) VNCRC 'I• RtpajEM: T WvIHG PAH[L ANC 9' RCPIOSCNTS f1ED PArfil APPROKO A . Ca' ALL COWL ARC .S LISTED OM ARVC R C)SMDART yN m 1.1. O 7.wl G. MO . 16) HOT All TjOmS -RE AS IISTCO AWK ARC SWUM fTN THIS DTNIS s HOvCKR IMTfALUt(ON 1 E%'ERtOR ELEvc:' pN SCCTM t •A -A•, •3-3'. L WOK STRIP K:AR APPLT TO I.STALLATION Or ALL APPROKD I S. EM3E 2 PANEL DOOR S-CvN Ctt) TALL QN( T c DMCNT t7) DKT.LI OE TAPCON IN CACM PAIR &A . OF T APPLIED pNSTALIAitON HOICf tA1CSi WTCD .• HIS WET. O , AAI- 1/t' N.N. _ to) OFLQUDATmE NCiRUDCRSS WN SCRIES CAI DIW. CLASS DDOR IS. SWvn TNOS PR:MT ALSO APPLIES TO . - NJ d _ 2700 SERIES AND 3001SA'RIEi d A A ° REV DESCRIPTION DATE JLNI T 1111 A EXTRUDERS LIBERALLY APPLY `•;_ F L a 1P -I D 1 1 INT. INC. SANFC0 FL. CAULKIW, UNDEZ SILL L IVSTatLATICN ANCHr? ' OR SET SILL INBEDOrCONCRETE3/16• CIA. TAPCON TITLE: SLIDING GLASS DOLOR SECTION A -A INSTALLATION WITH TAPCCINS DP. AWN BY:3B APPP.OVED BY: ni iUj DATE:10/25/01 SCALE: NT$ IDWG G: FLEX0021 r.AANn V PKIMCi L AP!LKATM. CKiYSRN4 PC. RIA a E—Iff>4 Aai•_ WE A..EAt).tOv, rot:, Sr: Ni. NRl-0.^S-0345 TAX .R7-CS-0]6L H:N AS RE-0-0 INSTALLATION ANCHOR a8 SCREV SHEATHING (SEE NOTES) BY GTHERS CAULK BETVEEN DOOR FLANGE By H vOOD L SHEATHING By OTHERS I 1/a' MAX. IS11x. I \ I I SHIM SPACE r DOOR VID7H j-.-!/A' MAX. SHIM SPACE I rv0 BY wo0 1-1/8 MIN. BY OTHERS En;ED,ENT SLIDING GLASS pOOR FRAME JAM3 , 1 1T:3 =• 1-1/6- NIK ---j EM3EDHENT TEWERCD GLASS STUCCO J (T TP.) OR SIDING By OTHERS SLIDING CLASS DOOR FRAME PERIMETER hEAD CAULK BY OTHERS PERIMETCR CAULK BY TEMPERED OTHERS GLASS (TYP.) s -J ..r. 1ti . v _ DOOR rf 2d r • HEIGHT SECTION E-B o loA k7WP VDERS_ SLIDING, GLASS. DOOR FRAME SILL SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) Tr6TALLATIOM ANCHOR. RB SCREV CAULK BETVEEN DOOR FLANGE L SHEATHING k--- SHEATHING 6Y OTHERS 1CmPCRED GLASS — INSTALLATION ANCHOR a8 SCREV ivO BY VOOD BY OTHERS CAULK BETvE_N HOOK STRIP L SHEATHING SHEATHING By OTHERS .. STUCCO (TYPJ / (—STUCCO OR SIDING' OR SIDING — 1/ BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK A B 1 EMBEDMENT EXTERIOR. ELEVATION O G ` O • 1-1/4' MIN. 2 FANEL'DOIR SMOVN LIBERALLY APPLY CAULKI-%G UNDER SILL VORSETSILLINBE INSTALIAiiON ANCHOR OF CON:KTE 3/16- D.A. TAPCON. SECTION A -A' F 1.2002 HOOK STRIP DETAIL:. TOirL .. ._ ._ ...:_ ...._. _.. .. _ .. N O * MATERIALR ALIANIHA7' ALLOT LD61 •••. •:• _._.: .. __•. _ _.. 2) a9 OCTAL ATM SCRCvS MIST K or DrrtCICNT LCNGT. TD ;Ca Mira [NKOCNi Or 1-1/R' INTO WOO.TAPCON.TTPC p4TALLATOH APCHGRS AT Stu MUST RC Or UrriCtENt LENGTH TO ACHtCVC HIM. CNKOCA^. Or I-V<, INTO MASORT OR CDCRCTC.:' _. 3) INSTALLATION AMCMDR CHART ON RACK Or THIS SMIT. . a) uU SILICOHITED ACRTLIC CAULK KHINO DER - ER ILA14C A: HEAD L JAHRL 1) USE StLICOHI2EO ACRTLIC CAULK FOR PERIMETER SCAL ARDUO CITERIOR Or DOOR. NO - ' L, Cr EXACT DOOR SIZE IS T LISTED IM AFOW CHART• LKC AR{NOR OUAHTITT LISTED VITN•HCII LARGER SIZE. r0R NC APPROPRIATE DESIGN P2ESLRC'Ra0'O'•-_._ __._._.._.. __- T, fOR POCKET DOOR SIZES USE. CLOSEST BYPASS DOOR SIT: L COWIGURATIOr TO fIHIbED OPENING PLACE MSTALLATT AMCHCRS. IN fROrT OF NO[ STRIP •AS Sa Hcra, GLASS TKICK/ESS MAY vART CR RCOUI4pCNIS or AST. C13M GLASS CHARTS 9, - DOOR Lodi IS AP R*VCR USING TECRCD GLASG IN SIDLE GLAZED OR INSULATING GL.Si to, JAMB . SILL CORrCRs An To RC SEALED vITN A PALL JOINT. SEAN SEALER.- -- 11, S.I. AS REO'O AT CA S-1 01 MSTALLA11Or MJA AL OM NULOVAACS.I.SACK TO K 1/4•. 12'. ON ALL INSTALLATIONANEKRSMUST RE NACC or C3RRD:ION RESISTANT MATERIALS 13, vHERRC ' A• REPRESENTS NGvm PANEL AND V RCPRCsCN7i PIKED PANEL APPZCV(D COWtGURATIONRC S AAS LISTEDONAACHCR CNAVT ON RACK Or-T.IS SN[CT. la) NOT ALL COlIGURATANS LISTED A9OVE ARE YJU%ON THIS DRAVING.'HCvtvCR INSTALLATION.'- - SECTIONS 'AM'. -3-11' L HOOK STRIP DETAIL AP> T TO INSTALLATION Or ALL APPROvtO C%fIGuRATIONL . IS, rLORIDA EXTRUDERS NDO SERIES AIDING GLA:S DOOR IS S.ovN TNIS PRIMT ALSO APP.ICS TO- 2000 SERIES AND SOD SERUL. ._ ._ _: _. _.._ _.. _.. __..... __. __.. R-E--Vl DESCRIPTION DATE IN I F L P I D A: 'f EXTRUDERS RS: `SANFORD F. L. TIB G ASS• DOOR Tt SLIDIh L . - INSTALLAMN' WITH' K.8 SCREWS` DRAWN BY: ?B• APPROVED BY: ATE: 12/17/01 ! SCALE: NTS IDWG /fLEXW? SHT 1 OF w.. rrr.rrAG. , , G. Hre..r,Ra.. ray. utt t9a .t A1.I'Jv. fLOR:tN. xTAL, AX,-9C)-97L7 ru ART-RRS-R)u O a 1000 P.V./DESIGNER SILL (TYP.) 0 8 X 3/4 SELF TAPPING SMS 1000 P.VJDESIGNER SILL (TYP.) 68 X 3/4 SELF TAPPING SMS 1X2X4/8 di —NIL TUBE MILLION SEALANT BETVEEH vImwv FUWGES L 1ELLMN v ELKS ' L MLLId4 D \-68 X 3/4 SELF ' 1000 S.,TAPPING SMS HEAD vsUmvTE SECTION A —A (1) LL HULLMN 1000 P.VJDESIGHER SILL (TYPE . 08 X 3/4 SELF TAPPING SMS j'1 % 2 7/16 X !/B FInF/ TUBE MILLION SEALANTvINDDv L MJLLII i `08 X 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYP.)' SECTION A —A (3) INLAN Fuu+ s HULLMI P.VJDESIGNER vD i r1000SILL (TYPE X K&LM 8 X- 3/4 SELF TAPPING SMS1 X 4 X 1/8 nrvr--n-ilIr- TUBE MULLION 48 X 3/4 SELF 1000 S.H. TAPPING S14S HEAD (TYP.) SECTION A —A (5) 1X2X3/8 TUBE MULLION 68 X 3/4-SELF 1000 .Sx - TAPPING SMS HEAD (TYPE ... SECTION '-A—A (2) 1000.P.vJDESIGNER SILL (TTP. . 68 X 3/4 SELF TAPPING SKS I X27/16X F-IIJ-1 / TUBE MJLLION APPLES TO HEAD do SILL WHERE I' X 4- AUXILIARY PLATE AIL C & 2- X 4' TUBE MULLIONS ARE USED O'M ADUMC AL ANC)QS, WEN REWIRED) E) SHEATHING 10 O O INSTALLATION ANCHOR 48 V®D SCREV (TYP-) 0 EXTERNAL MJLL113N INSTALLATION CLIP . TVO BY VDDD BUCK BY OTHERS IWO PV./DESIGNER iSILLwp.) -- MULLMN mil APPUES TO HUD h 'M MERE V x 2' 68 X 3/4 SELF I • t 1• X 2 7/16-.TUBE MULUONS ARE USED TAPPING SMS DETAIL 8 ' 2X4X3/8 r,CVVYl / /- r[TUBE MULLION MrAn" 68 X 3/4 SELF - 1000 SA TAPPING S:G HEAD (TYPE t8 X 3/4 SELF TAMING SMS DETAIL CSECTIONA —A f 4) t000 sx / READ (TYPE - - 1 loop P.VJDEsIcr+ER SECTION A —A (7) SILL (TYPE • ELF 5.0- TAPPING SMS I X 4 X 3/8 TUBE KULLIgN_Ilp L F aTADW, ab+. A V 1 68 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) FILS # rALLAT0400D =REV M CLIP L1 1/8' HIx I I EHBEDHENT' 1 I 1CKBEDMEPa r--A FLORIDA EXTRUDERS INTERNATIONAL. INC sANFoRD. FLORMA ME:SER.1000/1500'FIN SHEET 1 .OF 2..'._- TRIPLE-HORIZONTAL''MULLI N SECTIONS SEE OTHER SIDE ( SHEET 2 F 2) ''FOR DESIGN PRESSURE,' CAPACITIES " y DRATIN BY: M S H APPROVED BY: DATE:2/6/02 SCME:NTS DWG.: IHMFINTR 13 EN VINDOV FLANGES MULLION r SILO P.V./DESIGNER 1 SILL <TYP.> 8 X 3/4 SELF IITAPPING SMS I x 2 x1/8 TUBE KA-LMN SEALANT BETVEEN VINDDV FLANGES1 t MULLION 08 X 3/4 SELF . L000 SJL TAPPING SMS HEAD (TYPJ SEALANT SECTION A -A (1) t MULLION 1000 P.VJDESIGNER SILL <TYPJ a8 x 3/4 SELF TAPPING SMS 1X27/16X1/8 r--'lnl-I //_ TUBE MULLION BETVEEN FLArKiES a MIA.LD4! 08 X 3/4 SELF 1000 SJL TAFFINJG SMS HEAD (TYPJ CL SECTOA-A (3)WIFtMULLION 1000 P. VJDESIGNER SEALANT BETVEEN SILL (TYPJ VINDOV FLANGES t8 X 3/4 SELF t Mu-LMN TAPPING SMS I nrlcfr__ lnr_II r TUBE MULLION N8 X 3/4 SELF 1000 S. H.TAPPING,SMS HEAD (TYPJ SECTION A - A (5).• - 1000 P. V DESIGNER SILL (TYPJ qB X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION p.. ONE BY VOOD L.¢'NrRAL nORMA B.O.A.F. BUCK BY OTHERS lr1A Ui` A l: a1Y1JPJii1 1atOw: . TAX 3/ 4 SELF MAST Fir } 6 • - 1000 S.H.TAPPING SMS TC - HEAD (TYPJ _ SECTION A - A (2i JDESIGNER 1000 P.VJDESIGNER TYPICAL MUWON TO CONCR*i 0 JAMB . APPLIES TO JAMB WHERE 1' X 4' a k 2' X 4' TUBE MUWONS ARE USED) CONCRETE OR MASONRY BY OTHERS DETAIL INSTALLATION ANC1aR 3/16' DIA TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULLION INSTALLATDON CLIP 1000 P. V SILL r (TYPJSILL "IQ C8 X 3/4 SELF Q8 X 3/4 SELF TAPPD(G SMS 1 X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION 2 X 4 X 3/8 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BET1111 VD4DOV FLANGE - t MLLIDN 18 X 3/4 SELF I000.Sii TAPPING SMS HEAD (TYRY SECTION A - A (-4) 1000 P. VJDESIGNER . r SILL ( TYPJ t8 X 3/4 SELF TAPPINL SMS I X 4 x 3/8 r __= r TUBE MULLION 98 X 3/4 SELF 1000 SJl TAPPING SMS HEAD (TYPJ SECTION -:A - A (6i t8 X 3/4 SELF TAPPING SMS 1000 S. M. HEAD (TYPJ SECTION A - A (7) 8 20 FVAT40N . VIEWED FROM. EXTERIOR • :. . FLORIDA EXTRUDERS saxFORD. 'FLORIDA Trite: SER. 1000/ 1500. FLANGE -SHEET 1-- OF-2 TRIPLE-• HORIZONTAL" MULL-ION SECTI NS: SEE OTHER S I DE < SHEET •• 2' F:..2) "FOR DESIGN...PRESSURE CAPACITIES - DRAWN BY: MSH APPROVED - BY: - DATE:2/ 6/02 sCAI.E:NTS .. DWG.: - 1HMFL;GTR'' i 9 1000 P.VJDESIGNER SILL .(TYPJ i8 X 3/4 SELF TAPPING SMS t x 2 x 1/8 TUBE MULLION SEALANT BETvEkvINDOVFLANGES L MULLION . V TFIAlM i8 X 3/4• SELF a KAA113N \_ 1000 Sx TAPPING . SNS SEALANT BETVEEN HEAD (TYP.) vlMDOv FLANGES SECTION -A—A (1) L MJLLMN 1000r P.V./DESIGNER SILL (TYP.) 88 X 3/4 SELF TAPPING SMS I I X 2 7/16 X 1/8 I TUBE MULLION I ' SEALANT BEVDvll s MULLION 18 X 3/4 SELF 1000 Sx TAPPING SMS HEAD,(TYPJ SEALANT BETVEEN SECTION .A —A (3) VINDOV FLANGES L MULLION woo P.VJDESIGNER . SEALANT BETVEEN VINDOV FLANGEL, SILL (TYP.) L.MULLMN i8 X'3/4 SELF TAPPING SMS tx4x1/9 TUBE MILLION IS X 3/4 SELF TAPPING SMS low Sx- •. - HEAD ( TYP.) SECTION A —A (5) 1000 P.V DESIGNER APPLIES TO HEAD & SILL WHERE 1 X 4' SILL ( TYP.) & 2- X 4' TUBE MULLIONS ARE USED AUXILURI' PLATE 0- OR ADDITIONAL ANCHORS. Ve¢n >DETAI i8 X 3/4 SELF TAPPING SMS SHEATHING IX2X3/8 O O TUBE MULLION — — r INSTALLATION ANCHOR /8 VOOD — nA.LlOrN - SCREV (TYP.) EXTERNAL MILLION INSTALLATION CLIP TWO BY WOOD IS X' 3/4 BU BY OTHERS _ I000 Sx SE F. ir i'Rn,ri, O dDA -.lB.' .f(..'.: - - _ TAPPING SMSHEAD '(TYP.) LAIC_ MREE NAM— MULLION SECTION A — A (2) fto/1lG 4 U ERS - - - WTAf 1000 P. V./DESIGNER 4bAS "• SILL (TYPJ "` Yt _ _ err"n C r—_ A ^ 08 X 3/4 SELF 1000 P.VJDESIGNER - TAPPING SMS SILL (TYP.)1 l X 2 7/l6 X e l LEA TUBE MULLION i8 X 3/4 $ELF TAPPING SMS 2 X 4 X3/B: TUBE MULLION: 1 SEALANT BETVEEN VDMDOV FLANGE L MULLION 48 X 3/4 SELF \ I000 Sx TAPPING SMS HEAD (TYP.) SECTION A — A (4) 1000 P. VJDESIGNER r SILL (TYP.) 3/4 SELF NG SMS 1 X 4 X 3/8 L'n'?4'—Z"T-nnP1TUBE HULLIDN 08 X 3/4 SELF TAPPING SMS t000 S. M. HEAD (TYPJ SECTION A — A (6) 1 1/ 0 MIN EMBEDMEN - R EVAMtl VIEWED FR01M OCTERMOR DETNL B . e 2. 7/Ni6 TUREE wuM iR 2USED . FA(LATiW ANCHOR B VOOD SCRrV RTPJ Ham CLIP 68 X 3/4 SELF . TAPPING SMS 1000 S. N. SECTION -A—A (7) HEAD (TYP.) c"Emea FLORIDA EXTRUDERS MR 0. 1.A TM1000/1500 FIN SHEET 1 OF .2"' ar t. ' :TWINHR I Z NTAL MULLION SECT I ONS - SEE OTHER S I DE (-SHEET-2 OF 2) FOR DE-S IGN.. PRESSURE CAPACITIES 1;. F_ BY: MSH JAPPROVED BY: DATE:2/6/ 02 SCALE:NTS DWG.: 1HMFINTu B sEn_acs _?:EE: v;N•v'DV FLANuZS T t8 X 3/4 SE; O TAPPINCSMS x2X!/ B T. 4UL_!Gs 4_ Ah7 p_ti' VSAX. V EL nhGre t M•JLLL^ tE X 2/4 SELF 700 S.W. TA°?:: G SMS EEAL i-Y=.) t? ALA&T or TY°J+ ViN30V FLANaS Sc.CTION A —A (1 rlCC- 0 P.VJBcSIC-NER SILL ( TYP.) ' PE X 21A SELF TAPPING SMS I X 2 7/16 X I/E Lirr—'N1T•1 TUBE M P-LIOti SEALANT H;TVEE ViN= d r_m•;ES- t KALLIM Ra x 3/4 SELF lGoo S.M. TAPPING SMS HEAD ( TYP.) SiALAKT BETVEEK S, CTION A —A (3) VI14mv FLmas 10- 0 P.V./DES:(,N_R• SEALART FET-F_Eh rE X 2/< SELF t 4liLISt T APP!NG St(S , f- ' X4fV_ a: tl XI/a S X 3/4 S_LF TA?PI. NG ShS — IDGO S•? i 4EAD (TYP.; SECT!ON A --A (5' P!CA, MULJCN TO CONCi_TE C JA!AE AFPJ=S TO ;AMc WHERE I- x <` a-- j S:LL 2' X T'vcr MULLIONS A?- USED) ' i i hcl SMS CrINCRETE OR MASZ-AIRY -11" f ! 1 nY DTAEKS \ x2x3/3. { Y ; I 1 j( e. .I .- Gti E? Vc p_' I. ' NTIkiAI4 - $'I.{) RMA .O.A;F. ! BUCK s_air;E s mANmAcrmm NAME: I eE z 3/4 ScL% LORlP9 tJ C4G S 4 TA P1NG SMSv A Fl E 0 i'tatar, f_ S= CTiON A —A (2) lJL fi'./ C S:IN R • 120 .V /7E$:GNLR SILL GYP) !" A ' a NS7AiLATiC+. ANt? i 3/!E' H1a EX-EANk KiLLION L\STALLA' IDN C :.P. 1 SILL ( TYP.) I XE X 3/4 SELF a ' TAPP. YG '. S4S I X 2 7/16 X 3/2 TU?E Kf Lli: 1 s6 X 3/a SELr TAPPING SMS 2 X 4 X 3/8 I -. Imo! 1/4' MIK SEALANT SETV' E'EN V1=-CV FLA`GE t KG LL!QN I\ `-i e X3/4 SELF SA TAPPING SMS rZAD (TYP.) SECTION A — A (4) r-!CL' 0 P.v./ui_SiGNER S:L_ (' YP.) T a8 X 3/4 SELF Ta-P!'< SM' r-I X 4 X 3/B aE X 3/1 SELF S.H. TAPP:NC S4S nEAD (TYP.) c:-CTi0. N AEA. IFN aB X 3/4 SELF TAPPING SMS HEAD YP.) SECTION A — A (7) r r JFEB 15 20.2 tA.tTid4 ELEVATION VE` EED FROM EXTERIOR IFLORIDA EXTRUDERS sTArrFOR .OFL oRIIDDA TITLE: SER.: 1000/ 1 G00 FLANGE ..SHEET •1 OF. - F- TWIN.HORIZONTAL MULLION SECTIONS I ..— .;E --- 2 O • . i SEEuKj;JL JI"1 L.CI f.Ci FOR DESIGN -PRESSURE CAPACITIES.., i DRAVN BY: MSH APPROVED BY: DATE:2/ 4/' 2' I SCALE: (• TS DWG.:' ' 1HMFLGT'w' 7 1000 P.VJDESIGNER SILL (TYPE 08 X 3/4 SELF TAPPING SMS IX2X 1/8 TUBE MULLION SEALANT BETVEEN VD(DOV FLANGES L MULLION ml SEALANT. BETVEEll 0 - \- 88 3/4-SELFVINDGV LLLMUMN S X 1000 S.H. TAPPING SMS HEAD (TYPO vueavTBETVECN FLANGES SECTION A —A (1) L 141LLIGN 1000 r .P. VJDESIGNER SILL ( TYPO I 88 X 3/4 SELF TAPPING SMS i. 7/1 X26Xt/8 f— lull TUBE MULLION SEALANT BETVEEN VINDOv FLANGES- t MULLION tB ' X 3/4 SELF I000 SJ{ .TAPPING SMS HEAD ( TYPO SEALANT BETVEEH SECTION A —A (3) vtNDDV FLANGES L MULLION 1000 P.VJDESIGNER SEALA14T BETVEEN T SILLYP.) vLHDOV FLANGES L MILLION t8 X 3/4 SELF TAPPING SMSI IntY QI[I r TUBE MULLION t8 X 3/4 SELF TAPPING SMS 1600- Sx HEAD ( TYP.) SECTION A —A (S) 1000 P.VJDESIGNER AUXILIARY PLATE APPLIES TO HEAD do SILL WHERE 1' X 4' SILL ( TYP.) ff1R •D0ITMK4kL ANOQti VHDO REOUIRCO) & 2'A X 4- TUBE MUWONS ARE USED O I lTr 1 8 X 3/4 SELF DETAILC TAPPING SMS O O IX2X3/ 8 TUBE MULLION 0 CENTRAL FLO'RMA B.O.k& BY VOOD IS X 3/4 SELF CK BY. OTHER 1000 S.H TAPPING SMSblAINf `ACTLTRER NAME: HEAD ( TYPO OR 09 pt/7P SECTION A -A (2) i000 P.V./DESIGNER'p'§a # 6 r' SILL (TYPO 18 X 3/4 SELF 1000 P.VJDESIGNER- TAPPING SMS SILL (TYPO ' 1 X 2 7/16 X 3/8 TUBE MULLION 1B X 3/4 SELF TAPPING SMS TUBE 4MULLION SEALANT BETVEEI VINDOV FLANGE • t MILLION 1 8 X 3/4 SELF 1000 Sit TAPPING SMS HEAD ( TYPO SECTION A —A (4) r1000 P.VJDESIGNER Stu ( TYPO f8 X 3/4 SELF TAPPING SMS 1x4X 3/8 maror-- nnif- TUBE MULLION 18 X 3/4 SELF t000 S.M.TAPPING SMS HEAD ( TYPO SECTION A —A (6) SHEATHING INSTALLATION ANCHOR f8 VOOD SCREV.( TYPO EMBEDMENT ELEVATIO= VIEWED FROM EXTERIOR DETAIL B APPLIES TO HE10 a SELL. MIRE 1' X 2" R 1' 11 2 mis- TUBE-WLLIONS ARE uSF,O '- ULLArW4 - ANO L .. SCREV TYPJ t HOR ILL O_>P 88 X 3/4 SELF TAPPING SMS t000 sx SECTION A —A (7) HEAD ( TYPO 1 1/e MDa EMBcDwNT - FLORIDA EXTRUDERS moo° A lllu: SER. 1000/1500 FIN.' SHEET i -OF.'2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF- 2> -FOR DESIGN PRESSURE CAPACITIES _ 1'• .......• CH}' ' . DRAWN BY: MSH FAPPROVED.BY. DATE: 2/6/02 scate:NTS IDWG..IHMFIN. i AFF:su Sr.S Y Y :/F• 4 Vi\•1.m F;__NwES- 1 SEA:A.v? 3-TVEENJ `%-- me x 3/4 S vIN, . F;_A'IS T.a_aPi7= SMSartxa ::c S.r. rtiAL. (: YM.) SEALANT B=TV:EN ` vw3v FLAn`=S SECTION. A —A i 1 J a rilui`*' Goo P.V./DESIGNER r SILL (TYPJ e x 3/4 SELF SNS fnl TA= F xzlllsxve Irxr'c_ir---UIFII - TUBE MILLUE N SEALA.vT BETVTL-N v1NwV FLMY•ES- a MULLION 40 ii 3/4 SELF lacy S.H. TAPPING SMS FEAD (TYPJ r•_ALAr: EETVEEN C: CTiON A —A Q VINODv FLAn=S r-M,' F.V./DESIGNER SEALANT SETVEEN SILL-(7YPJ VINDOV FLANG:S - s6 X 3/c SELF a MULLION TAPPING Syrl X 4 x I/e n itrzlrnnl / IUBL rULLfli4 " 08 X 3/4 SE! F TAPPING SMS HEAD :TYPJ rP —in. A —A (5) IS:LL (aYr.i I cp x Sic SELF TAPF:Nc SMS i :'!CAL MULUCN TO CONCR_ = C SAM.? A. -PLIES TICJM.!S WHERE 1- X 4' ; ` Q=TA1! L- 2' X 4' ,'9= MULUONS A-;: .=S Q i l CEINCR=TE OR NP.SO/rRY I I t FY O7._icS I l I i—:NSTA_ ATIGX AN,'WA 3/:6' Li0k i ri X Sic I re TAF 'N S=<_1/ ANCri.'< ;Tr-.) Ex:ERNAL )VLL'J.% L. BY WOEP__/ J I I)STA•_LATM-F CHIT Q I 7 CENTRAL L T= X 2/4 ScLF I Y il!ani 1cf s - ' A?PIN: SMS MANUFACTURER . NAM: iEAB (T YP.) GOR/DA FX'T 2uDERS ' 1 I 1 SECTION A —A (2) MASH FU, # I S i (TYrw Q II9eX3!4 SELF 1300 P.V./CES'.GtiER • I =y TAPFIN-- V's r :ILL (TYPJ IIX27/15X3/8 TUB= KULLION r•4 )- - 1 1/4' HIN. e X 3!4 SELF ER ED+*ENT TAPPING SMS 2X4X3/8 PsE M1RIION ' .. . . SEALMT BET;-EEN VIN70V FLANCE - MJL? D `U S.- TAPPING SMS MEAD (TYP.) SECTION A —A (A) 1000 F.W./DESIG.NERrVLL (TYPJ r-i16 x 2/4 SczF T ArP:NG SMS I X < X 3/8 T all lCli -II i Wit_ i'i.i Liu. CE x.3/4 SELF TAPPING SNS GM Sk SECTION A —A (7) a'TAS ELEVATION VvEk'EO FROM EXTERIOR IrlrLe: cER. I000/ i_jOCI FLANGE SHEET• I OF 2 H^IR I ZONTAL IMI I! L I - SEC . I G-N iS_' J I H R S: 'J_ l J:1[.(.- C Or - 2i F LiR DESIGN PRESSURE CAPACITIES 4?PU:: smzS 1. _ L`CC S.i . HTAn (`rF.) IDRAWN BY: MSH APPROVED BY: F T i N' A.. (S'. ' i . 5 ZD Z DATE:2/4 /02 - SCALE:IT$. DWG.: I H.M.PLG 1D00 SH 1 X 2 X 1/8 S.M. 1 X 2 X 3/8 TWO BY VOOD DETAIL C JAMB (TYPJ TUBE MULLION JTUBE MULLION BUCK BY OTHERS t8 X 1/2 SEt8 X 112 SELF 1 1/8, MIN. TAPPING SMSTAPPING SMS EMBEDMENT4.# 2 X 4,X 3/8 SHEATHING SEALANT BETWEENSEALANT BETWEEN TUBE MULLION . INSTALLATION ANCHOR 18 WOOD WINDOW FRAMEWINDOW SCREW (TYPJMULLION re X I-l/2 SELF1v2 t SELF EXTERNAL MULLION - TAPPING SMS TAPPING SNS INSTALLATION CLIP MULLION SECTION A —A (1) SECTION A-A (2)- 1000 SR APPLIES TO HEAD & SILL: -WHERE I' X'4' 1'X 2 7/16 X 1/8 X 2 7/16 X 3/8 IAMB CTYPJ 2' X-4- TUBE MUWONS ARE USED 1000 SJL TUBE MULLION 1000 S.M.1 JAMB (TYPJ BE MULLION 1' JAMB (TYPJ. APPLIES TO HEAD & SILL WHERE 1' X 2" 1• X 2 7/16- TUBE MUWONS ARE USED 18 X 1/2 SELF r8 X 1/2 SELF tB X L/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS AI t8 WOOD SCREW TYPJ SILL CLIP SEALANT BETWEEN r8 X 1AIM WINDOW FLANGES SEALANT FRAM EN SEALANT WINDOW.f ETV EEM TAPPING SMS L MULLION EMBEDMENT Nr MULmr+SECTION A —A (7) SMEArHINar8x1- rB.X 1-1%2 SELF. TAPPING SMS TAPPING SMS pE7A[L C vovn « SECTIONALSECTIONA -A (3) SECTION (4) ALIXILljkRY- PL; T .• 1 X 4 X 1/8 1 X 4 X 3/8 a Q P• FOR ADDITMNAL.ANCHDRS, WHEN REQUIRED) TUBE MULLION TUBE MULLION EL rAll 1000_ Sx 1000 Sx A JAMB (TYPJ JAMB ITYPJ 18 SELF . TAPPING SMS (TYPJ ` DETAiL B MULLION x 112 SELF 18 X 1/2 SELF ELEVATION O PPING SMS TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS RD°>>A4VINDOV Tale: SER. 1000/ 1500 FIN SHEET 1 OF. 2 VERTICAL'MULLION SECTIONS-- SEALANTETWEEN RAME SEALANT BETWEEN SEE OTHER SIDE (SHEET 2-OF -2). FOR L MULLION MULLIONWINDOW I F DESIGN PRESSURE CAPACITIES - N8 X I-1/2 SELF TAPPING SMS 48 X.Irl/2 SELF TAPPING 'SMS DRAWN BY: MSH APPROVED BY: - SECTION A -A (5) - SECTION A -A (6) DATE:2/6/02 scale:NTS DWG.: 1VMFIN` y IX tN /-? x 2 X :i? :i?C S-K 1 w_,JAM-2 C E X '_/2 SELF Ta=r;NG SYS N SEALANT S_Tvn:: MULI r ScCTIQN A -A i 1 } r ) X.2 7/i6 X :ic TUbE . MULL MN lo' S z UL': S.-L JAMS (T`.'P.) JAM3 (TYPJ 12,21c S? JAMS (TY?.) -I s x 1/2 SELF TAP?:.4n- SMS SEALANT BEWEEN VINMv FLAt• XS t KILL ICN 08 X 1-1/2 SELF TAPPM SMS. SEC11ON A —A (.S) 1 x < X 1/EFTUFEMJLLICN 100.3 S.N. JAM3 CTYP.) . , PE x 112 SELF LAPPING SMS SEALANT S`TVEEN vlNDn-V F•LANG=S t HULUON E X 1-!/2'SELF TAPPI SMS 02 X ii2 ml» SEALR..T. ?2TYE- 11, S=v nE -X i-1/c SELF SNS SECTION -A—A (L) r i X 2 ;iI6 x 3/6 1=3 =1i MV_L:i-r`, JAMB (7YP.) 9 X 1/2 SELF TAPPING SMS GN_ BY Voo^_ 0ETA!L C 3uC< EY G ;-:.Z— 4EM2ELNE\ I a' I INSTALLATln.N •AK ri.3116' DSA. Ai-!CN SCR_ V- A`w-C•.< ( Y= ) ERNAL Nlr_I. -3..4 1 t S-A;-LAT: CUP - CA_-- UU _;C•:. ?C t,OhC+ct?=—fs HEAD M.LCL1J. I1.(,.t:;:UES C i+EA.i' k Su M41E.Z I".'X 41 I All PE X I/_ SELF INS T ALLAT.'Dh ANCHOR 7A.PrIN S1S i} ULJ I VIC-' DLA. ?AcCC-N I scRc\d.AW_Rm (TT?.) u SILL CIP I ` 1 P8 X I-1/2 SELF SEALMii BETWEEN SEALANT e_TV<EN TAPPING SMS VIY^-V FL414G S friV.• VW20.1 FLAGS t MJLL[d: _ idLN . ruull> EM3E SECTION A—A(7; 49 X :-+'P SELF —;:;r CAST SILL BY-QT ERS'- TAP?[\,:SMS i_ [L __TAIL r CFCTiGa`J A —A (4; r DD: [^ ALA ? N ANCKIRS, 4"—_.4 REZJIRED) r r0 i „o cc_c rwoo.u_ I SMS CTTPJ — rrTAnFg I PE x 1/i SELF VIEKC F—ROFJ EXTERIOR APPING SMS FLORIDA EXTRUDERS= MFoFW° ;A TITLE: SER_ 1000/ 1500 LANGE : SHEET I. Or- 2 bER i F1_ I"IL i Liti SE'. T l.rti3 _ v[NnaaclLAN`_=`s" i SEE. lU..THE R SIDE < Si IEET 2:*Ot '=',_2) ` t r; LF i;_SI`;4. PRESSURE CAPACITIES;" s x 1-1/z Se F TA PING_SMS FEB 15 %1DRANN BY:MS'= aPt ROvm BY: j=iTii i y—i+ i o c ; DATE:2/ 1 /r SCALE: 1 'G ao I X 2 X !/E IL Sh.-- I::G.: S.i CL E X _' SELF 1 oC-r SvC be x !/E S=UF 'X 4 x.3/6AF?INu` SMS _ TLEE A!.e (TY J•NiiiV F:!K.iS _ f•:''.-.i iLA.`FsS —• --R6 lI :-1/2 S_L' L !ILLTO•r L .a -a at` rE x I-i/E SELF. C=CTQ.N A -A (!fIt X27/SEX!/9 1 x27/16X3/E Tlupr 1^70 S / i i::' Sari — ^ TL'a- M LLMN JAMS (TYP.: JAM? (-YPj . fie X t/2 SELF R6 X 1/2 SELF TAPPING SMS r fAPPINU SMS TYPICAL ,,7P-;CAL TC 'r. K`ZC wTAL .V,U'LLIGS 10 4 LL C v 1 1 . j ItiTER`A_ CLIr S,'L TAF=-%Z7s.K.i IX -.OR 2X. MULL <TY?:) uuT LAr>r arC.C4 SEALANT HcTV--N \— He x 1-!/2 SELF f + Si72EV A`lCiC4 RYP: V:ti --OV r'LAtWi£S I i; , L !=.,iLLI 7A??L`tG SMS SECTION A=.A '(7) i + SILL CL.. I v 11/4' HIM PiECAST SILL BY E IE_CNENT OTHERS` SEALANT HETVEJI 1 S'A Ari HEivEEN j / \ I ••/ „u ,.. ! AUXIL!A c t ' PL4Tt VIN'•OV CLANGES VINCti `IrJ11G `tE X I-V S'L I r 1 1I 73i A7Ll T1DNAl 1.Gf*iQS. VMSN S¢O.SI.4Em. L WULLIDr to Pi'v • S .S 1 ! eC Y / -7 /2. S_ L i r•'—G I /t.i !. -.T SECT:0N A —A i3) ccCT!O;d A —A i4) rl S x< x !/E —! X 4 X 3/8 ( j A i A 8 TU2E wA-L [ON TU '" LION -- IV. r TA?Pinc - Off Iwo' , oc-c U ICCL• S.i : ! F cC> r R CRAft. 11 F INTERNATIONAI, INC 16 X I/2 SELF c6 x i/: SELF FLORIDA EXTRUDERS S,on,' FLORIDA T Z aaarrt sns TaFFiNG SMS: SER 1GO0/1500 FLANGE SHEET. 1 OF •-2 SEALANT PETVE'LN j SEALANT HE T'r_EN J VTNEOV GLA95ES v1::0=V fLA S e6 x I-!/2 SEL= L KLILLTI>.r T4Fr-?hG S'!S S6 X i-t/2 SELF ' TAPPING SMS SECT;QN A V VERTICAL MULLION INTO HORIZONTAL' SEE OTHER S I%= (SHEET-2 OE 2) - OR DES i G v.. P,RESS.URS CAPAC I.T i ES GCB 1 j L.! DRAWN BY: APPROVED BY: DATE: 2/CC% ;'C I SCALE: N T S DWG.: I VtlHMF.LG.. m 3/ SEALANT BETVEEN I VINDOV FLANGES I L MULLION I I I I I I r- 2000 P.VJDESIGNER SILL (TYPJ 88 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES t MILLION a8 X 3/4 SELF lo00 SH TAPPING SMS HEAD (TYPJ SECTION A —A (1) CENT", FLOWDX M4 FRE SEALANT BETVEEN SEALANT BETVEE VINDaV FLANGES VWDOV FLANGES t MU.LMN t MILLION 2000 P.V DESIGNER SILL (TYPJ a8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE MULLION 18 X 3%4. SELF loco Sit TAPPING SMS HEAD (TYPJ .7 SECTION A —A (3) APPLIES TO HEAD & SILL WHERE I" X 4' AUXILIARY PLATE D AI & 2' X 4' TUBE MULLIONS ARE USED 2000 P.V./DESIGNER s'UR ADDITIITUL ANC),MS..V4N REOUIRED) SILL (TYPJ O a8 X 3/4 SELF SHEATHING" TAPPING SMS E) 0 I X 2 7/16 X 3/8 TUBE MULLION INSTALLATION ANCHOR 08 VOODNLLLD7SCREV (TYPJ 0 EXTERNAL MULLION INSTALLATION CLIP TVO BY WOOD -- BUCK BY -OTHERS a8 X 3/4 SELFFlowSHTAPPINGSMS .. HEAD (TYPJ 2000 P.V./DESIGNER SECTION A —A (2) SILL (TYPJ ae x 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION SEALANT BE.TVEEN VINDOV FLANGE - t MLLLIDN 18 X 3/4 SELF TAPPING SMS 2000 P.VJDESICiNER 1000 S.M. SILL (TYPJ HEAD (TYPJ a8 x 3/4 SELF SECTION A —A (S) 3 l PING SMS 1 X 4 X 3/8 . 1!—7Fj F TUBE MULLION 18 X 3/4 SELF TAPPING SMS 1000 S.H. MEAD (TYPJ SECTION A —A (4) min.. APFUES TO MEAD a SILL WHERE V X 2' X 2 7/16- TUBE MUUJONS ARE USED DETAIL B - DNSTALLATMN iNCKIR N W= SQtEV TYP) NDRIZ . Ll 1/8' MIN. EMBEDMENT 1 DEIa1LC1 v r— A -- i L_ A FLORIDA INS'rAFNMFORONFALIO, °gin TITLE —SCR.' 2000 FIN SHEET 1 -OF;.2 TWITt HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF2) FOR DES- IGN _PRESSURE,<CAPACITIES,':=-'.- - DRAWN BY: MSH ' APPROVED BY:-: - DATE: 2/6/02 SCALE: NTS DWG.: 2HMFINTR 30 2000 P.V./DESIGNER SILL <TYPJ t8 X 3/4 SELF TAPPING SMS I X27/16X 1/8 I tflJ— 1 / TUBE MULLION - TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE I- X 4' DETAIL 2" X 4" TUBE MULLIONS ARE USED) Q 2000 P.VJDESIGNER SILL (TYPJ CONCRETE OR MASONRY. t8 X 3/4 SELF BY OTHERS TAPPING SMS1X 2 7/16 X 3/6 _-iNSTALLATIDN ANCHOR 3/16' DIA. 1 / TUBE MULLMN uauvTFUNCdss vu(OOV HIANGES L WA.LM L MULLION 2000 P.VJDESIGNER i8 X 3/4 SELF 18 X 3/4 SELF . SAL (TYPJ , 2000 S.H. TAPPING,SNS 20M SR TAPPING SMS HEAD (TYPJ HEAD (TYPJ t8 X 3/4 SELF SECTION A —A -(1) SECTION A —A (2) TAPPING SMS ' 2 X .4 X 3/8 TUBE MULLION CEffff AC oR, D A . FUE 0 . . SEALANT BETVEEN . VDMOV FLANGES i MtL.LDIN 2000 P.V./DESIGNER SILL (TYPJ 48 X 3/4 SELF TAPPING SMS I X 4 X1/8 1 IFTUBE MULLION SEALANT BETVEEN WHIM FLANGE L MULLMM 08- X 3/4-SELF TAPPING' SMS _ 20M S.H. 2000 P.VJDESIGNER HEAD (TYPJ SILL.( TYPJ - - ... •... t9 x 3/4 SELF SECTION A —A •(5 r1 4TAP7SMS -; - •'_:::. •. i IX4X3/8 _ TUBE MULLION ELEVATION ..:'. VIEWED - FROM - EXTERIOR SEALANT SETVEEN VINDOV FUwGES ' L MILL. IDN T.#8 X3/4 SELF t8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 S. H. 2000 , HEAD (TYPJ HEAD (TYPJ SECTION A — A (3) SECTION A —A (4) FLORID EXTRUDEPS> N RNAT'ONAL- INc SANFORD, FLORIDA T=: SER.•.-- 200.Q;,.FLANGE -- SHEET; 1 iOF 2 TRIPLE HORIZONTAL MULLI N_•SECT_TI NS. SEE J THER SIDE ( SHEET 2 OF**2) FOR DESIGN -PRESSURE;; CAPACITIES -" 1 8 DRAWN BY:MSH" APPROVED: BY. 1 DATE: 2/6/02• SUEE:-NTS- bWG-:•::2HMFL-GTR 9 2000 S.H. I X 2 7/16 X 1/8 JAMB S. . IAMB CTYPJ TUBE MULLION 8 X U2 SELF TAPPING SMS I X 2 7/16 X 3/8 TUBE MULLION 08 X 1/2 SELF TAPPING SMS DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTI INTERNAL 1X OR 2X MULL " Ali DO>1 A d 1 i1# Iml 2 X 4.X 3/8 TUBE KIITON SEALANT BETWEEN ,. E8 X 1-1/2 SELF 2000 SR ' vtrmav FLANGES W FLANGES TAPPING SMS JAMB <TYPJ ' IX OR -2X . NULL s•M . .. i8-X 1-U2 SELF TAPPING SMS- OEFAIL 8 - - ---- ' 8 X 1/2 SELF ANCHOR SECTION A —A (1) SECTION A -A (2) rAPPn+G srls , 3/L6VCT* AT TA CONBIATAPCGN SCREW ANCHOR C YP.) 1x4X1/8 1X4X3/8 SOL CLIP TUBE MUU_IDN TUBE MULLION SEALANT a 2000 SJt 2000 S.H. BLS TAPPING SMM __ fMBEIYtD(T JAMB CTYPJ JAMB (TYPJ ... SECTION -A_— -'0) .. `PRECAST .,BT OTHERS . . AUXIIJARY-PLATE to X 1/2 SELF se X 1%2 SELF - -- - - *m ADDITIONAL ANCItO -VFE71 REOUMM TAPPING SMSTAPPINGSMS :. ' :. ..._ _ . SEALMTT,BETVEEi!' SEALANT BETWEEN 18 X 1-1/2 SELF DOWINDOV•FLANCES WINDOW FLANGES TAPPING SMS a NUIJ 10N #8 X ' 1-1/2 SELF S A A :. ... TAPPING SMS SECTION A —A (3) SECTION A —A (4) 8_ SELF TAWWG- SMS CTYPJ - p TAR B VIEWED FROMOR INT ERNATIONAL, INC FLOOD- • FLORIDA EXTRUDERS :SANFORD,_FFMA CEW _ _ I DVF t1n.e: SER..2000 FLANGE -•'- - .SHEET-'14_F-2VERTICAL-•MULLI N INT Ir H RIZONTAL 1I SEE OTHER SIDE'(SHEET--.2'::OE 2)-.F R,; DESIGN -PRESSURE 'CAPAC I T-I ES180u'2 DRAWN eY: JBH JAPPROVED DATE2/2/02.. sCALE:NTS... DWc:;;2VMHMFLG ___'' s SEALANT BETVEEN VINDOV FLANGES a MULLION AUXILIARY v- - ffOR ADDIIONAL NCKM. VH CK RMMtED) 1L1`i rU FLFJ'-:'I:JA fS.U. s'• TO AI MkNUFACTUREA NAD9,% a o/ef'DA MI AS LER FILE — 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL ( TYPJ SILL '(TYPJ 0 r8 X 3/4 SELF 18 X 3/4-SELF: TAPPING SMS. TAPPING SMS , I X 2 7/16 -X 1/8 I X' 2. 7/16 X 3/8 TUBE MU..LLUN TUBE MULLION I TVO BY VOOD BUCK - BY OTHERS. SEALANT BETVEEN ' VINDDV FLANGES a KA I ION _ 08 X 3/4 SELF t000 S.M. ''TAPPING SMS HEAD ( TYPJ SECTION A —A (1) SEALANT BETVEEM •SEALANT BETVEEN VMDOv FLANGESVINDDV FLANGES a MULLION' a MULLION 2000 P.VJDESIGNER SILL ( TYPJ 08 X 3/4 SELF TAPPING SMS IX4X1/ 8- TUBE MULLION 08 X 3/4 SELF TAPPING SMS 1000 S.M. HEAD ( TYP.) APPLIES TO HEAD & SILL WHERE I' X 4' 2- X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR r8 VOOD SCREV ( TYPJ EXTERNAL. MULLION INSTALLATION CLIP MULLION •, _ DETATL C- - / H--- A A t_ A .. / I I/6' MI ENBEDHEN Ell: v6ffitl VIEWED' FR0M EMEMN DET* e: APPLIES TO MEAD.& -.SILL WHERE I- X r AZ_ I•..X•2 7/1V-TU8E MULLIONS ARE USED ursTALLArm H ANCHOR to VmD SCREV ITYP) 2000 P.VJDESIGNER r8 X 3/4 SELF HORIL CLIP SILL ( TYPJ TAPPING SMS r8 X 3/4 SELF TAPPING SMS 1000 S.M. SECTION A —A (5) MD( 1X4X3/8 HEAD (TYPJ EMBEDMENT BE MULLION FLORIDA EXTRUDERS uuTERxnllorlAl. nNc SANFORD, FLORIDA TnU: SER. 2000 FIN -SHEET I. OF 2 _ TWIN HORIZONTAL MULLION-SEC-TIONS v; YEB SEE OTHER SIDE ( SHEET 2 OF 2)• FOR 38 X 3/4 SELF DESIGN PRESSURE CAPACITIES' , IooO S.M. TAPPING SMS f.2 HEAD ( TYPJ DRAWN BY: MSH APPROVED BY: _ .` SECTION A —A (4) DATE:2/6/02 SCAU:NTS-•: DWG.:- 2HMFINTW r8 X 3/4 SELF IWO S.K TAPPING SMS HEAD ( TYPJ SECTION A —A (2) SEALANT BETVEEN VINDOV FLANGE . t' MLaLI[1N 2000 P.V./DESIGNER SILL ( TYP.) ' re X 3/4 SELF TAPPING SMS 2 x 4-X 3/8 TUBE MULLION 0 2000 P.VJDESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS1X 2 7/16, X 1/8 I . FTUBE MULLION J SEALANT B m0 S vw0ov Fl i t MULLION L MULLION 08 X 3/4 SELF- 2000 S}i TAPPING SMS HEAD CTYPJ 3 SECTION A ---:A (1) I TYPICAL MULLION TO CONCRETE 0 JAMB' APPLIES TO JAMB WHERE 1' X 4' OETAIL8 Qk2' X 4' TUBE MUWONS ARE USED) CONCRETE OR MASONRY -' BY OTHERS \ I INSTALLATION ANCHOR 3/16. 01A. TAPCOM SCREW ANCHOR (TYPJ TAPPING SMS EXTERNAL MULLION I X 2 7/16 X 3/8 ONE BY WOOD INSTALLATION CLIP TUBE MILLION BUCK BY OTHERS. 20M P.WJDESIGNER SILL (TYPJ 48 X 3/4 SELF. 08 X 3/4 SELF NAPPING SMS _ 2000 Sit TAPPING SMS 2 X';4.X 3/8 HEAD (TYPJ TUBE MULLION Q SECTION A —A (2) I 1--1 1/4' MIN. BFLAttWEEN EMBEDMENT L MULLIIM I i &NU]FAL"TUR ER NAM: E'IAlEff3 II SEALANT BETWEEN VOIDOV FLANGES L MULLION 2000 P.VJDESIGNER L4TAPPING 00 P.V./DESIGNER SILL (TYPJL (TYPJ 18 X 3/4 SELF •8 X 3/4 SELF SMS TAPPING SNS I X 4 x 1/8 1 X•4 X 3/8 1 / TUBE MULLION _ TUBE MULLION SEALANT BETVEEN1INvFLANCEvsL MLLLD)N 08 X 3/4 SELF TAPPING SMS 20M S.H. HEAD ( TYPJ SECTION A —A (3) 2000 P.VJDESIGNER L SILL ( TYPJ 08 X 3/4 SELF 68 X 3/4 SELF 2000 SA TAPPING SMS HEAD ( TYPJ SECTION A —A (4) DETAIL A 8e X 3/4 SELF \ L— A TAPPLNU JNS 2000 S.M. HEAD ( TYPJ SECTION A —A (5) ELEVATION VIEWED* FROM ,EX`TERIORFLORIDA EXTRUDERS.• D° FLORIDA 1iTm- SER.. 2000 . FLANGE' "SHEET- 1. F-, 2 : _ TWIN HORIZ NTAL MULLI N`SECTIONS_' . SEE OTHER SIDE (SHEET.--2 OF-2)-:FOR. DESIGN_ PRESSURE:. CAPAC.1JES;- 1 F_B20 DRAWN BY:MSH _. APPROVED'$Y:.; ,-:::::::`,:. - DAT 2/_4/02 scALE: NTS DAc. 2HMFLGTN Q6 AUIXII LARY P A 6NR ADDUMMAL AMCHOR . Vla RECORED) Q CENTRA-L FLORIDA B. ®. A. F. MANUFACTURER NAME: • p -p FG o/r1pf FIV794/p — — SEALANT BETvEEN E+C 'M FILE VINDOV FLANGES vw 2000 P.WDES[GNER 2000 P.wDLutl+cN I SILL (TYP.) SILL' (TYPJ 18 X 3/4 SELF /8 X 3/4 SELF TAPPING SMS TAPPING SMS, l X 2 7/16 X 1/8 I X 2 7/16.X 3/8 TUBE MULLION TUBE MULLION SEALANT BETVEEN -. VD4DOV FLANGES t Hal N . 1—#8 X 3/4 SELF l000 SH TAPPING SMS HEAD (TYPJ SECTION A -A (1) SEALANT BETVEEN SEAL/MT BETWEEN VINDOV FLANGES WINDOW RANGES t MULLION t MULLION 2000 ?,V./DESIGNER SILL (TYP.) I8 X 3/4 SELF TAPPING SMS 1X4X1/8 fl(?!—1 TUBE MULLION 08 X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYP.) SECTION A—A(3) 2000 P,V./DESIGNER SILL (TYP.) 4 SELF ING SMS HEAD (TYP.) SECTION A —A (2) SEALANT BETV VMDIV FLANG t MULLMN TWO BY WOOD BUCK BY OTHER APPLIES TO HEAD do SILL WHERE I" X 4' 2' X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR /8 VOID SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP T"n A A f/ 8 X 3/4 TAPPING SMS 2X4X3/8 l l TUBE MULLION 1 1/8' MIN. EMBEDMENT - _ E FVATION VIEWED FROM :EXTERIOR DETAIL 8 APPLES TO HFAO @ SELL -WHERE V X z- lt I' X 2 7/ta' TUBE MULLIONS ARE USED SECTION ALJLTD)N ANCHOR . A -A (5) _ •rypl s HORa CLIP ' r2000 P.V./DESIGNER SILL (TM) 8 X 3/4 SELF TAPPING SMS f •8 X 3/4 SELF TAPPING SMS 1000 S.H.l Vfi' MIXTlX4X3/8 HEAD (TYP.) TUBE MULLION FLORIDA. EXTRUDERS : Amn° FopmA SER. 2000 FIN SHEET i : F 2 = , = . ' ILTIME: H RIZ NTAL'MULLI N SECTI NS v SEE OTHER SIDE (SHEET 2 OF-2) -FOR I8 X 3/4 SELF DESIGN PRESSURE . CAPAC I T:I ES. TAPPING -SMS C8 ZIIa. 1000 S.H.` HEAD (TYP.) DRAWN BY:MSH APPROVEU.BY:. SECTION A —A (4) DATE:2/6/02 I SCALE: NTS -, Dec.: -2HMFIN:.-..-, s SEALANT BETVEEN VINDaW FLANGES t MULLION 2000 P.V./DESIGNER rSILL CTYPJ OB X 3/4 SELF TAPPING S14S 1 1 X 2 7/16 X 1/8 TUBE MULLION 08 X 3/4-SELF 2000 S.H. TAPPING SMS HEAD CTYPJ SECTION A -A (1) TYPICAL UUWON TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1' X 4' OETAIL8 k 2 X 4 TUBE MUWONS ARE USED) Q SEAVWT BETVEEN VIND(jV FLANGES t KuLLIDN 2000 P.VJDESIGNER SILL (TYP.) N8 X 3/4 SELF TAPPING SMS 1 2 7/16 X 3/8 rinr-1 ) TUBE KJLLIDN 08 X 3/4 SELF 2000 Sjj TAPPING SNS HEAD CTYPJ SECTION A -A (2) SEALANT BETVEEM VOCOOV FLANGE - t NUISON P1' A # . SEALANT BETVEEN Ly" ' SEALANT .BETVEEN . VDVDOV FLANGES VDMOV. FLANGES . l MULLION - t MULLIDC 2000 P.VJDESIGNER 2000 P.V DESIGNER SILL CTYPJ SILL CTYPJ as X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4.X 1/B I X 4 X 3/8 1 TUB£ MULLION if TUBE MULLMN CONCRETE OR NASONRY-,,, BY OTHERS \ 4-INSTALLATION ANCHOR 3/16' DIA TAPCIIN SCREV ANCHOR CTYPJ1 EMBEDMENT A It8 • X 3/4 SELF TAPPLMG CMS 2000 S.H. HEAD CTYPJ SECTION A -A '(5) T ... 08 X 3/4 SELF 08 X 3/4 SELF - TAPPING SMS TAPPING SMS 2000 , SH .. 2000 S M HEAD CTYPJ _ HEAD CTYPJ 1 B.2M SECTION A -A (3) SECTION A -A (4) EiEVAT1ON VIEWE0'••FROA1 EXTERIOR FLORIDA EXTRUDERS RxATzoNAL Txc SANFORD, FLORMA ME: SER. 2000 , FLANGE SHEET: I. OF:; 2 HORIZONTAL MULLION.SECT IONS SEE OTHER SIDE (SHEET-2- OF 2).:-FOR DESIGN ``PRESSURE,CAPACI•T•IES`•=~°" DRAWN HY:MSH APFROPED_'BY: =>` :iC• !_ DATE: 2/4 /02 ---1Sb le NTS DAG.: --2HMFLG.-z-: -- 13 dy i 2m Sx JAMB (TYP.) 1 1/8, MIN. EMBEDMENT 2000 S.H. 2 1 X 2 7/16 X 1/8 -IAMB (TYPE TUBE MULLION 18 X 1/2 SELF TAPPING SMS IX27/16X3/8 TUBE MULLION X 4 X V8 TWO BY WOOD BUCK BY OTHERS DETAIL C TUBE MULLION SHEATHING 18 X 1/2 SELF INSTALLATION ANCHOR IS WOOD TAPPING :SMS _ SCREW (TTP _ l_—_1 WEEN SEALANT BETVCDi VI_VSEALANT E _ VD(DGV FRAME L MULLION L MULLION 08 X 1-1/2 SELF' 08.X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION A --A (2) CENTRAL Fw A B:©.A.F.- I8 X DL4NMACTURER P1: TAPP. d.' R 'ME' # 1 X 4 X 1/8 1'X 4'X 3/8 TUBE MULLION TUBE MULLION 2m Sx 2000 Sx JAMB ( TYPE JAMB'(TYPJ ' I8 X 1/2 SELF 18 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN °SEALANT BE WINDCV FRAME VDIDOV FRAME. L MULLION ;L MULLION 18 X. 1-1/2 SELF.-' I8.X 1c1/2 SELF TAPPING. SMS TAPPING SMS SECTION A —A (3) - SECTION A —A (A) EXTERNAL MULLION INSTALLATION CLIP 2000 SR __ :..MULLION B ( TYPE ?,.: APPlIES.TO AHEAD &.SILL WHERE 1" X 4" 2. X••4" TUBE IAUWONS ARE USED I8 x 1/2 SELF APPLIES .TO HEAD &. SILL WHERE 1" X 2' TAPPING SMS & I- X 2-7/16" TUBE 1UWONS ARE USED INSTALLATION ANCHOR AI IB WOOD SCREW TYPE SILL CLIP 2 SELF VIMWV FLANGES - 11/s, HIM. SMS - L MULLION .. -- EMBEDMENT SECTION A —A W aWunmi - - --f- DETAIL C -- - - °- AUXILIARY- PLATE O" OR ADDITIONAL -ANCHORS, VFEN REOMED) I8 SELF, TAPPING ' SMS ( TYPJ DETAIL B MULLION.: .. . ELEVATION - VIEWEO ` E IA EXTERIOR - FLORIDA EXTRUDERS INTERNATIONAL, INC rs ' SANFORD, FLORIDA r ` TIME: SER." 2000 FIN SHEET 1' 'OF 2 VERTICAL -. MULLION -SECTIONS- FOR DESIGSEEONHPRESSURERSIDE :-CAPACIET TIEES ? _.FOR DRATIN HY:M$H APPROVED'BY:' DATE: 2/6/02 SCALE: NTS DR.G:: 2VMF IN 2000 S.H. JAMB (TYPJ 2000 Sit JAMB (TYPJ i X 2 7/16 X 1/8 ' 2000 SH I r 1 X 2 7/16 X 3/8 TUBE MULLION JAMB (TYPJ TUBE MULLION t8 X 1/2 SELF TAPPING SNS SEALANT BETWEEN VDIDOV FLANGES L MILLION e8 X I-1/2 SELF TAPPING SMS SECTION A —A (1) I X 4 X VB TUBE MULLION 2000 S.H. JAMB (T1fPJ 3 t8 X 1/2 SELF TAPPING SMS ONE BY VOOD DETAILC BUCK BY OTHERS CONCRETE OR MASONRY' 1 1/4' MIN. a HY OTHERS EMBEDMENT Q ' a - t8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR 3/16' 'DIA '-- TAPCON SCREW ANp12R (TYPJ EXTERNAL INSTALLATMW CLIP 2X4X3/8 TUBE MULLIONSCALANTBETWEEN .-TUBE FLANGES L KAJMN 2000 SH TYPICAL-NUWON M `CONCRETE O HEAD to X 1-1/2 SELF JAMB (TYPJ :. MIAJ_IDN _.. (APPLIES. TO HEADL& .SILL.WHERE i' X 4 TAPPING SMS X.4'_'TUBE''MUWONS ARE USED) SECTION A-4 (2) ee X V2 SE:F : DETAJU. - -- TAPPING SMS .. ' . INSTALLATION ANCHOR :. DIA TAPCDN 1 X 4•X 3/8. - _ SCREV ANCHOR (TYPJ TUBE MULLION SD1 CLIP 08 X 1-1/2 SELF -SEALANT-BE:TVEp1- TAPPING.SNS - - VINDaV-FLANGES - - •-•------ _ __.__.—.- - L WIL1 V4' Mlli .. -.. L.DIN - 1 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN' SEALANT BETWEEN OW VINDFLANGES - VIMDOW FLANGES . L MI I M L MULLDON 08 X I-L/2 SELF 8 X 1-112 SELF TAPPING SMS TAPPING SMS SECTION A — A (3) *SECTION A -A (4) MANUFACryfftER- NAME:' o i s.... ya' TER. FiIE: i . ' e7 EMBEDMENT SECTION A=A"(5)-'—'---. - . _ _._ ••- Q DETAIL y PRECAST - SD_L BY -OTHER AUXILIARY `PL' ATE FDR_ADDI mpw- Amoms VEEN REamEM SMS,CTYPJ DETAIL B MULLION ELEVATION' - ) . VIEWED FROM EXTERIOR FLORIDA: EXTR' UpERSA 10N''i'' -arc SANFORD, •EIARTDA _ T=: SER. 2000: F_LANG TSH E .--1 `LI-: 2 -VERTICAL MULLION SECTIORS=--VA -` f,,y SEE OTHER ; S-I-DE'={;SHEET.<2-.OF-2)z;FOR: 18 iYl DESIGN PRESSURE.'CAPAC-ITIES DRAWN T3Y: JBH Z. 48 SELF 1 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 303 CLYDESDALE CIR for which permit 03-00001511 has heretofore been issued on 4/11/03 Jaas been completed according to plans and specifications filed in the office of the Building 9 fficial prior t t i suance of said building permit, to wit as complies with all the building, plumbing, electrica3, zoninj and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In iyLOUc`e. Meter Set Reclaimed Water FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street 5: Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 5/08/03 5/16/03 4/11/03 5/13/03 4/14/03 4/11/03 4/11/03 4/11/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 303 CLYDESDALE CIR for which permit 03-00001511 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 279.61 91.93 12.27 847.00 12.28 1384.00 650.00 1700.00 OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/20/03 03-1511 303 CLYDE SDALE CIR BAKERS CROSSING D R HORTON MARK - 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering 0 I-j [Fire Public Works DUtilities Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Try ! S IV Z— j1>/1z N413 AJOT ]jL-,?-Vj GC), up D RL c,(4-,3R o5 LLJZ— f0 . U . -7 /fj 6p-a = I an+ CERTIFCATE OF OCCUPANCY WO 4 3REQUESTFORFINALINSPECTION I f SINGLE FAMILY RESIDENCE**** DATE: 6/20/03 E"""T" °'-'s" CITY OF SANFORD ADDRESS: 303 CLYDE>DALE CIR BAKERS CROSSING JUN 2 3 2003 CONTRACTOR: D R HORTON RECEIVED PHONE #: MARK - 40i'-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. E ineering L )Fire 11 ublic Works 6..23.0Li Zoning El Utilities Micensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 6/20/03 03-1511 303 CLYDESDALE CIR BAKERS CROSSING D R HORTI3N PHONE #: MARK - 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering 7tb1ciWorks ilities lJf Fire Zoning Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) q NY ( Ir CITY OF SANFORD. FL UTILITIES DEPARTMENT r. REQUEST FOR FINAL REINSPECTION DATE ADDRESS 3 e-> 3 z a >4F- c,i-R CONTRACTOR THE BUILDING DEPARTMENT HAS PREPARED A C.OF 0.- FOR THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS' DENIED DUE To. UTILITY RELAT cD ITEMS. THE CONTRACTOR IS REEQUESTING A. REINSPECTION OF' RELA T ED ITEMS AND IS NOV! ,S FOLLOWS. _ 0 INSPECTOR SZ T^.'2'1.11.''ti-7-'•.-yZ.Ys?a2'7cr'r'!!..'"t7• v. J:..•, T.a a:.r,.•;=s:.-"a-,!r.1Tr--rr_-•-•_.. iis.-\`Yt t.:w.•tii•• x .t-. ..v i.:.3._+:'3 -JJ. sa! r.._:._ {Y- -6'. CER' "O - . /e TE OF OC( - , _ - ,. r,,, 0Y REQUr"t, . :--0R FINAL IN . 1 ION SINGLE FAMfILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 6/20/03 03-1511 303 CLYDESDALE CIR BAKERS CROSSING D R HORTON PHONE #: MARK - 407466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 6erl le-d Engineering DP blic Works utilities,0.6. t V, /zylo3 Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) REQU -: or,,. FINAL ,_ i ION SINGLE FAMILY RESIDENCE"" DATE: 6/20/03 PERMIT #: 03-1511 7 rin ADDRESS: 303 CLYDESDALE CIR C Fn o w BAKERS CROSSING p CONTRACTOR: D R HORTON C 7 PHONE #: MARK - 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After yourinspection, please sign off and date -the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt ttention will be appreciated. Engineering 1 bl blic Works utilities A -6- /zylo3 Fire Zoning Licensing; CONDITIONS: ru isi. c „i i.i i H) ONLY it APPROvni. 11 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION ItRTIFICATE Important: Read the instrudions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoe Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 303 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 50, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: M GPS (Type): 00 - HH' - HH.HiB' or Hit.00#H NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE: RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX 37. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE ' B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 0045 E 4117195 4117195 X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth enterei in B9. AS Profile . FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 47. 7 fL(m) o b) Top of next higher floor w . fL(m) a) o c) Bottom of lowest horizontal structural member (V zones only) tn. ft.(m) 0 o d) Attached garage (top of slab) 47. 2 ft:(m) E o e) Lowest elevation of machinery and/or equipment ccw 4 servicing the building (Describe in a Comments area) 47.. 0 f4m) o f) Lowest adjacent (finished) grade (LAG) 46.2 ft.(m) z' 0 o g) Highest adjacent (finished) grade (HAG) 46. 6 Nnn) W o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) I otai area or aii permanent openings (flood vents) in MA 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: DAVID M. DEFIUPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 F,UTH STREET, STE.180 ORLANDO FL 32801 625/03 407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the correspondinq information from Section A I ForInsuraraConWnyUse: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOXNQ. Policy Number 303 CLYDESDALE CIRCLE CITY STATE' ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. . El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form, E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the 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 FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or load law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Constniction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF -SURVEY DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18,'TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THENCE RUN S89'34'30"E A DISTANCE OF 110.00 FEET; THENCE RUN N79'48'40"E A DISTANCE OF 50.87 FEET; THENCE RUN S89'17'34"E A DISTANCE OF 59.46 FEET TO THE POINT OF BEGINNING; THENCE RUN N00'42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'17'34"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'42'26"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'17'34"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. > „ TRACT A UNNAMED ROADWAY OF PROPOSED BAKERS CROSSING PHASE 2 I •CENTERLINE OF wl RIGHT OF WAYnI. 18 50.00' dIN S89'17'34"E WALK IS 1.4' OFF 1: .>..:... ..:. ... •. ... .... .,. I, ..4?.:S INS;....,,:.. '.:';.': WALK IS 1.4' OFF 10' UTILITY tA$EW,ENT in 3' C/W `GONC11 iE: tlRIVEAr; s.0' s.o' 15.0' o --.; 0 20.0' COVERED ENTRY n LOT 51 w LOT 49 co 0 1" = 30' C) (V ONE STORY V GRAPHIC SCALE O ' CONCRETE BLOCK NCIS!o O 15 3D 0 1 RESIDENCE m FINISH FLOOR m O ELEVATION.47.67 O r- 0 Z POINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 25 POINT OF 40.0' BEGINNING INj PROPOSED LOT 50 °gyp " FENCE 15Or a6'a0^E 589'17'34-E 1.0' OFF 39'34'30'E N79' --- -------- 1 50.87 59.46' pti N89'17'34"W 6' WOOD FENCE 50.00' J LOT 28 BAKERS CROSSING LOT 26 I BAKERS CROSSING PHASE 1 PHASE I. PLAT BOOK 60. PLAT BOOK 60. PAGES 27-29 PAGES 27-29. BAKERS CROSSING PHASE I 1 PLAT BOOK 60, PAGES 27-29 I 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). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 06-23-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 50 AS BEING N89'17'34' W PER PLAT. FIELD DATE:) 4/03/03 REVISED: SCALE: i" = 30 FEET APPROVED BY: WRM JOB NO. ASM39825 6/23/03 CKB WARD 4/10/03 CKB PLAN 1-24-03 JUL CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 47 7 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK 5/w SIDEWALK CID CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POE POINT OF CURVE FND NAIL AND DISC LB 16393 (06/23/03) LB 1631RON RODAND CAP 93(05/ 23/03) FND 1/ 2 IRON ROD AND CAP O LB14671 (06/23/03) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY 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 HEREBY CERTIFY, THAT THIS UOUNUARY URVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINED HEREON MEETS THE APPLICABLE AINIMUM TECHNICAL STANDARDS" SET FORTH Y THE FLORIDA BOARD OF PROFESSIONAL URVEYORS AND MAPPERS IN CHAPTER IG17-6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA TA TU TES. FOR ao& THEFIRMDAVIDM. DeFILIPPO PSM#5038 DATE DRAWN BY: 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 r.'`r ¢`;'•': ,:,"f'•.jjY>r" !•', .`"ft `' •, , p..y l a 5. 'i'tT.y j-0, nrvf ) „Ks. CITY OF SANFORD PERMIT APPLICATION Permit # Date: Job Address: Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical /Plumbing Fire Sprinkler/Alarm FoQI.. _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential r /Non -Residential Replacement New (Duct Layout &Energy Cali: Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wa r 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 dbther than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & State License Phone & Fax: VM MARY,FUMLL Bonding Company: Address: Mortgage Lender: Address: N W--7 36d s ti Architect/Engineer: 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. l understand that a separate permit must be secured for ELECTRICAL WORK, PLUMB WG,'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 ne i corr>pli cc with'all°applicahlc laws relidating construction and zoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF CO E EM MAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCIN , CO SU T YOUR LENDER R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrict' ns app ' le t • prop that may be foun n the public records of this county, and there may be additional permits required from other governmental a ties s age in districts, state encirs, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property the r ire of Florida ien Law, 3. SignatureofOwner/Agent Date Signal ofConcactor/Agent Date Print Owner/Agent's Name P 'nt Contractor A enlame a14D Si azure fN X A = _5 Signature o otary-State of Florida Date Signature of No_-, State of Florida Date I Owner/Agent is _ Personall\ Known to Me or Contractor/Ace-::s Personals ' Known to Me or Produced ID Produce.` XI'I'LIC ATION APPROVED BY: Bldg: Zoning: L :::::es: FD: Initial & Date; (Initial & Date) I r [sal iiival C Dare Specia! Conditions: •; ffuu, MIRINDAC,tTURN oR2132 EXPIRES: Jure 14, 2003 •. r' 7Cr1ed7hrur:Y`ryPub';UnCer,.' CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number- -- S Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: -b . (2- . " I n r- Address of Job: 2-, ls k-cam vt/.: //- 2 3 Cl dloi Cr; Plumbing Contractor. ADVANTAGE PLUMBING, INC. OVIEDO FLORIDA 32762-0027 Residential: NP Q 4 Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: One Water Closet s' Additional Water Closet S Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford PI Applicant's Signature State License Number ADVANTAGE PLUMBING, INC. X 620027OVIEDOOFLORIDA32762-0027407) 366-3994 COUNTY OF S[MINOL[ IMPACT FEE STATEMENT' ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75355 DATE: BUILDING PERM (CITY) NUMBER: UNIT ADDRESS: {_ — .°[ ' ----------- J------------------------------------------------'---- TRAFFIC ZONE: JuRISDICTION: SEC: TWP: RNG: _ _ PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: _ OWNER NAM[: ADDRESS: APPLICANT NAME: --------,xA-0-.'-_'------__._'------------------_---- ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family Hcusei Detached - Construction FEE ~ BENEFIT RATE FEE UNIT RATE PER TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit 705.00 1 705.00 ROADS COLLECTORS NORTH O dwl unit 142.00 1 142.00 LIBRARY CO -WIDE O dwl unit 54.00 1 54.00 SCHOOLS CO -WIDE O dwl unit 1,384.00 1 1,384.0O AMOUNT DUE $ 2 285.00 STATEMEHT / RECEIVED BY: _ ( _(-~ SIGNATURE: P|EA3E PRINT NAME) DATE: ,jArAy. *.. 1....-... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNT`/ 3-CITY 2-APPLICANT 4-COUNTY NOTE*Y,( PERSONS ARE ADVISED THAT THIS IS A STATEMENT' OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER:' TO APPEAL THE CALCULATIONS" OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T|\[ OUNTY LAND DEVELOPMENT CODE. !COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED FROM THE PLAN IMPLEMENTATION OFFICC` 1101 EAST FIRST STREET, SANFDRD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVE,U>E SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK ORI MONEY ORDER, AND SHOULD REFER[HCE THE STATEMENT NUMBER AND CITY BUILDJIG PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY|IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******%*f***y*******