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288 Clydesdale Cir
PERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250Hazeltine-Ndt'l-Di"#102 Orlando, FL 32822 (407)8-57--9101' PHONE NUMBER CBC 055300 PROPERTY OWNEI ADDRESS PHONE NUMBER n. ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PER -NUT NUMBER FEE SUBDIVISION11L ,m& sift Ad . 607 v f7ili&' dL #0 DATE PERNUT#%.J-J wpm% PERMIT DESCRIPTION qS-IP-ew t, PERMIT VALUATION ho SQUARE FOOTAGE I ..,.Perm :` Job Descl Histo # dress* %,1,5- Ra-,ri;, (,",4 ion r of Work: District- 1 CITY OF SANFORD PERMIT APPLICATION Date: a. -V, 114 C 1 *.11 , I , I . , , Zoning: Value of Work: S Permit Type: Building_ Electrical Mechanical PlumbingA— Fire Sprinkler/Alarm — Pool , Electrical:! New Service # of AMPS Addition/Alteration — Change of Service Temporary Pole Mechanical Residential Non -Residential Replacement — New _ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines "Plumbing/.Ne , w Residential: # of Water Closets Plumbing Repair —Residential or Commercial I i I -- 3 'Occupancy Type: Residential Commercial — Industrial _ Total Square Footage: `,-,Construction Type: — # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) -A Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: DVAN I AGE PUJIMBING, MG. An'27 -State License Number: P.& BOX 62 — Vr,Phone & Fax: QVIEDO. FLORIDA 32762-00 ntact Person: Phone: Bonding Company: (407) 36b-S��4 Address: Mortg;ige,Lender: Address: �' Architect/Engineer: Phone: Address: Fax: -,.Applicatioa is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installationh commencedp prior e issuance-of4 -permit and that all.work will be performed to meet standards of as ri o th 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. 1 OWNER'S'AFFIDAVIT:. I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiS county, and there may be additional permits required from other governmental entities such as water management di stricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Flo requirement o lir.MW ri�n Caw, FS 713 Signature ofOwner/Agcnt Date Si nature ofC ntr gent l5ate ii iPrint Owner/Agent's Name Print Contractor/Agent's Name ,Signature of Notary-Stat . e of Florida Date Signature of Notary -State of Florida Date 0 wner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Contractor/Agent is — Personally Known to Me or ProduEed [D Zoning: Utilities: FD; (initial . & Date) (initial & Date) (Initial & Date) COUNTY OF G[MINOL[ IMPACT FEE STATEMENT ISSU[D BY CITY OF SANFORD STATEMENT NUMBER 103-75524 DATE: ^ ` / � BUILDING PERMIT NUM CITY) COUNTY NUMBER: �'�J � UWIT ADDRESS: Lille ....................................... / TRAFFIC ZON[: ___ JURISDICTION: U6 CITY -OF D.--------_ SEC: TWPo RNGx PARCEL: SUBDIVISION: TRACTs --_--_---------_---_ --__-----_----------�~� PLAT B[X]K: PLAT BOOK PAGE: BU]CK: _ .... -- ----------------- --- -- ADDRESS: APPLICANT NAME: ADDRESSs t LAND USE CA7EG0RYn 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction - _______________________________________________________________________ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE OTAL DUE TYPE DIST SCHEDULE DEGC. UNIT OF UNITS -------------------------------------------------------------------------------- ROADS ` -ARTERIALS CO -WIDE O dwl unit $ 705.60 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 $ 1,38n0O AMOUNT 2,285.00 STATEMENT RECEIVED BY: � }_�� - `/ � / (�� SIGNATURE: _ _\- (PLEASE PRINT NAME) � DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: ' FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FORTHE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** 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 CAL CULATI8NS 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 REQJEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SIN8LE FAMILY BUILDING P[�0MIT******************** \ ~ Ifill 111110111II11111IIIIIillIIIIIII111IIellII111it1111fill THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D:R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04849 PG 1299 CLERK'S # 2003094265 RECORDED 06/04/2003 10i101i06 AM RECORDINS FEES 6.00 RECORDED BY L McKinley /C')-e- �' NOTICE OF COMMENCEMENT CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUI Cou " SEMIN E C FL IDA Fp11TY r .FRV (Prepare in duplicate) A 200 Gt The undersigned hereby gives notice that improvement will be made to certain real property, and in accahc with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 6, 8, 14, 15 & 16 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: ����Address: Fax #: \`(//aContractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date;is specified): D.R. Horton, Inc. 0 1 �= bi�J Y: o ert A. awsoh sslstant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this a �"""� g >g � day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, on behalf o the corporation. e/She is personally known to me. Notary Public, State and County Aforesaid F IA COULTONC STATE OF FLORMAION NO. DD134330 !ON F,XPjUI_Y 26^ 2W6 Notary Seal �-1 .,,...._.. ^rn�*^s'?R�'::vl'"' �+;wc;- c ,... ,r,.^;}. •''�" - .. 'r' ^ "�T ;ti,: s.�;.7". :-f' • .e_., -.. ._ .� d, �y as CITY OF SANFORD PERMIT APPLICATION o� -� Permit.#- : Date: Job Address: Description of Work: S� Historic District: Zoning: Value of Work: $ Aeei t Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool. Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial. _ Occupancy Type: Residential Commercial Industrial Total Square Footage: ) LA lQ(? Construction Type: � # of Stories: # of Dwelling Units: 'Z Flood Zone: (FEMA form required f6i eAker than X) Parcel #: Owners Name & Address: 3I Contractors Name & Address: %-� j�Per_$,w. i Phone & Fax: I ap—a Bonding Company: lei Address: Mortgage Lender: Address: Architect/Engineer: 1'I tJ Address:4B` tV5e (Attach Proof of Ownership & Legal Description) Phone: J l � 50IMtate License Number: Contact Person:—phone:.�J 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 la-wa regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAWNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR Alit 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 th ay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it e 'fication hat I will notify the owner of the property of the requirements of • lori a Lien Law, FS 713. Signature of Owner Date Si atur Contractor/Agent Date (Print Own r/ � gent's Name Print ctor/Agent's ame Signa ure of Notary -State o orida Date Signature of Nota -State _ _ A _ P TRICIA COULTON p FIF CFIF DIAL l A - L UBLIC SPATE OF FLORIDA Own /n� CIA COULTON �i�l�' '� E i°PInRI o Contractor/AgOI�NAWId1t� P� ff ProduceCOMMISSION EXP. JUL 26,200E COM MY COMMISSION F.XP. LY 2C APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (lri4tial & Date) Special Conditions: June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 15, Bakers Crossing Phase 2, 288 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Permit No. Inc., hereinafter referred to as the "Owner", recognizes that issuance of will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is pe sonally known to a or who produced their Florida State Identification. j L 1 j O'I'ARYSEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION No. DD134330 (% MY COMMLSS]O r E)CP j� ,LY,26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 CITY OF SANFORD P.O. Box 2847 SANFORD, FX, 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME NAME .� . gDC-�Qn SERVICE ADDRESS :2,f'-- 5DAM��ra MAILING ADDRESS Z�P TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL HOME# OWNER OF PROPERTY l J-�• I�O�' 2 qr-E,5:1-9 10 -e )4� . Z C i AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO' -TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE NG MY DEPOSIT TO ANOT Z CE ADD SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ APPLICATION FEE $ _ OTHER FEES $ TOTAL CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE Y Limited Power Of Attorney I hearby name and appoint: Craig Coulton and -,Rz� each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: C � c � For a residential permit for work to be performed at: i rj4- 4(l+on Lot # : l - 'a Subdivision : ,`Cross,( h Address:-I--`15DA4.E �.fl ��^ sl �o �, r=L 3-; r3 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 instrument Date: Who is pe State of FI County of c �2_7 / 0 acknowledged before me this: me. Notary Public Sig By: Richard B. Ladd ( Contractor ) OFFICIAL NOTARY SEAL pATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXI'. LY 26,2006 Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: o a, Foundation plan Indicating f mof or fill bearin walls. Provide side view details of these footers with reinforcement bar ❑ b. Floor plan indicating Interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), Iandings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. * Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of all exterior walls, east, west, north and,south. FInish floor elevation height as per City Engineering Department or subdivision plat. ❑ s to be used in the structure. Bearing d. Cross sections of all wall section non-bearing Inter and exterior. Show all components of wall section. ❑ e, Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. ❑ f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. ❑ 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h, Square footage table showing footages: 40 1 S F. Garages/Carports _ S.F. Porch(s)/Entry(s) Patio(s) ffiS.F. Conditioned structure S.F. Total (Gross Area) ❑ 3, Three (3) sets (Gros completed Florida Energy Code Forms (Form 600-A-97) ❑ 4. Soil analysis and soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. Cl 5. Other submittal Documents: ❑ a. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for detalls regarding the arbor ordinance and permit. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab, 5. Lintel- tie beadns - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (By Owner or AuthorizedM(lent) 7 zl 4C 0N-r,R0 L- Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Address(3�4Yhr City/State/Zip �t�o,1 32�ZZ Phone & Email 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 & Email INSTALLATION ADDRESS: -;Z258 C—"S-b4 Lr-- c-a2C :�:�1, r--0T�� F"L 3,- -�---3 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 7�c 'or aC�C� . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date 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 DowElancot 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2, monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, Inform the Customer of: a, any new or increased termite activity noted at the Stations b. any addition or removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for $',. per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and `each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY, Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no, event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. i {" c SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it 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 treatment may have and (2)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, 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 s that the general terms and conditions are hereby made part of this contract and By specific reference hereto, the Customer understand apply without exception. i. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the odify the components in any way, other than the right to their use as Components, and the Purchaser may not alter, remove, or m 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 to retrieve from the Customer'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 Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relation ship (note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)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 paid for services not yet received, and;.(5)retricve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified 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 termiticlde being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex in writing of the events listed ,above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE 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. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fueVor materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, in its sole discretion, that it Is unable to prevent or stop further damage to Propert 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 t The Apex Corporate Office. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the identifre Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer fora period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapo►nt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813.221.2847 800-929-2847 888-764-2847 877.459-2847 CERTIFICATE OF OCQUPANCY / COMPLETION This is to certify that the building located at 288 CLYDESDALE CIR for which permit 03-00002422 has heretofore been issued on 7/23/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as -g&3S; complies with all the building, plumbing, electric zonin and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled �(�)'ioL-/p Inspected ZONING: �` Inspected UTILITIES• Water Sewer Lines In - �� Lines In Meter Sewer Set - -- - Tap Reclaimed Water ENGINEERING: I I Street Drainage � 1 IIS,� � , Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs �,S„v.v�►�3 Lights Storm Sewer Driveway Street Work PRRR PATn DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 8/20/03 01-APPLCTN FEE -ELECTRIC 8/22/03 01-APPLCTN FEE -BUILDING 7/23/03 01-APPLCTN FEE -MECHANIC 8/15/03 01-APPLCTN FEE -PLUMBING 7/28/03 02-ENGNG DEVLPMT FEES 7/23/03 01-FIRE IMPACT - RESIDENT 7/23/03 01-LIBRARY IMPACT FEE 7/23/03 AMOUNT 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 288 CLYDESDALE CIR for which permit 03-00002422 has heretofore been issued on 7/23/03 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 7/23/03 279.61 7/23/03 91.93 7/23/03 17.34 7/23/03 847.00 7/23/03 17.34 7/23/03 1384.00 7/23/03 650.00 7/23/03 1700.00 r\ OWNER BUILDING OFFICIAL DAT 1 W 1 1 1 0-1 CERTIFCATE OF OCCUPANCY, ' REQUEST FOR FINAL INSPECTION 1 ► 1 1 1 1 **** SINGLE FAMILY RESIDENCE**** _ 1 , 1 DATE: 1 PERMIT #:,8 - e\ C a2P o ADDRESS: e CONTRACTOR: \ t` 80 �o PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. :] Engineering :1 Fire 8 l 8 Public Works Zoning 8 , v� I ilities � ce> , �8 1 trnc v' CONDITIONS: (TOE COMPLETE 0 dPPROVAL IS CONDITIONAL) ti- c CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: �\ - a \-0 --�D PERMIT #: oA - ADDRESS: a � CONTRACTOR: �C) PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works i ities OK p ,5w071 l(/L4/03 0 Fire I ❑Zoning V-\ :]Licensing_ V \ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) C>E CERTIFCATE OF OCCUPANCY �` (o REQUEST FOR FINAL INSPECTIO **** SINGLE FAMILY RESIDENCE**** DATE: \\ - a \-L �!) PERMIT #: oy -a`� a a CONTRACTOR: --�\ tk (- �Cj PHONE #: 'A(D) - 8 -6 a - '� ��8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. -]Engineering Fire I _ fay ublie Works ,"� OZonin .�, g :] Utilities Licensing f \ \ V�-- CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O,M.B. No. 3067-0077 NATIONALROODMUPA44CEPROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1 7. . SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON - BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 288 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FIL 32773 PROPERTY. DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##" or ##.#####1 ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE I FLORIDA B4. MAP AND PANEL . B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE . EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4/17/95 4/17/95 X _„ : 24.6 rs i u. rnarcate me source or ine base Hood Llevation (BEE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NELA 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 Desi naflon 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, VI-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, ARIAH, AR/AO Complete Items C3.-aA below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion, Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 46. 5 ft.(m) 6 o b) Top of next higher floor 55.8 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) N o d) Attached garage (top of slab) 46, 2 ft.(m) w Cl o e) Lowest elevation of machinery and/or equipment CD. servicing flee building (Describe in a Comments area) 46.3 ft.(m) .o o f) Lowest adjacent (finished) grade (LAG) 43 2 ft,(m) z' Sm--r o g) Highest adjacent (finished) grade (HAG) 44. 9 ft.(m) � . o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D = SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC., ADDRESS CITY STATE ZIP CODE 320 E. SOUTHIST+A E.18 1 1 ORLANDO FL 32803 SIGNATURE MDATE TELEPHONE 11/19/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For insurance company use: BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND, BOX NC::+. Policy Number 288 CLYDESDALE CIRLCE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 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. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or El Wow (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATIQN (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 architectwho is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below,) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT G5. DATE G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement GB. 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, January 2003 Replaces all previous editions PLAT -OF` _ SURVEY DESCRIPTION AS FURNISHED LOT 15, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT. BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE PROPOSES ROSE HALL PHASE �� IN THE I SETOHAPTER LOT 12 LOT 13 CITY OF4SIANFORDSCODE CTHE 6. SEC. 6-7(A). 50.00' a P 1 S89'33'46"E 5 ENVIRONMENT- _ CONTROL EASEMENT LOT 15 6 n �y. ay5 " 9.0, nh 5.0 40.0' W CT) GRAPHIC SCALE LOT 14 ro..N TWO STORY N LOT 16 U-) CONCRETE BLOCK - 0 15 30 N & WOOD FRAME L0 r n RESIDENCE - T O FINISH FLOOR o O .. ELEVATION-46.50 O '— - z .o 0 a COVERED ENTRY u 18.3, F --- n ---- -- WALK IS p�8t0'u. UTILIT EASEMENT 0.J WALK IS 1.5' OFF`16. D';: 1.5' OFF 3i N89'17'34"W 50.00 NIO C) O 408.01 1A i - 4z, O N89'17'34"W - — 501.10' — - - — - - PC CENTERLINE OF_/ TRACT A - RIGHT-OF-WAY CLYDESDALE CIRCLE 50' RIGHT-OF-WAY 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. 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 11-17-03. 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 12.0289 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 114E NORTHERLY LINE OF LOT 15 AS BEING S89'33'46"E PER PLAT. FIELD DATE:) 7-8-03 REVISED: *INAL 11-17-03 CKR SCALE: 1 = 30 FEET F_ORMBOARD 7-29-03 CKB APPROVED BY: Si REVISED DESCRIPTION 07/24/03 SOO REPOSITION 05/15/03 SOO JOB NO. ASM40993 IAETES & BOUNDS 05/05/03 SOO MODEL CHANGE 4/8/03 SOO DRAWN BY: PLOT PLAN 3-25-03 5DO LEGEND BUILDING SETBACK LINE - Q FND NAIL AND DISC _ -- CENTERLINE LB #6393 (11/17103) — — RIGHT OF WAY LINE 0 FND 1/2" IRON ROD AND CAP f4 EXISTING ELEVATION _ LB #6393 (11/17/03) CNA CORNER NOT ACCESSIBLE CONCRETE A DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L, DENOTES ARC LENGTH .. LS LAND SURVEYOR C.B. DENOTES CHORD .BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE (M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL_, ' C/W " CONCRETE WALK A/C AIR CONDITIONER - - - S/W SIDEWALK COW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH 10 IDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE - POC POINT OF CURVE - 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32601- (407) 426' 7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61Gi7-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. A 11--41-03 FOR THE FIRM WILLIAM R. MU CATELI JR. SM#4 28 DATE CITY OF SANFORD PERMIT APPLICATION (� Permit # . �' " c�C. Z _ Date Job Address Description of Work: Historic District: Zoning: Value of Work: S 32226 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm POQI._ Electrical: New Service — # of fjMPS Addition/Alteration Change of Service Temporbry Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & ]energy Calo. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W 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 f.rr c„tsftcr GlFan X) Parcel #: n (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: License Numbe Phone & Fax: I -AKE BLUM-, FIORE—* lfs.,.ladS Bonding Company: ��l�i Address: Mortgage Lender: Address: Architect/Engineer: Address && QD" U r - Ph6fie. O 32448 - - 46 r% 5E'6,3Go44 Phone: Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has cornn Fenced 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 construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE C TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FITIAI ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I will notify the owner of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date O%kiner/Agent is _ Personalh �nown to Me or Produced ID ` APPLICAI ION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: done in compliance with all applicable l.ws rcgkOating [MEN MENT MAY RESULT fi\ YO1 J1 CON�JLT WITH YOUR LENDER OR AN roperty that' nay be found in the public record, of tgem distr nt icts, state agencies, m (gale en al agencies. Lien Law, FS 713. gnature of Conmaetor/Agent Date ROWRT G. DELLO RU_SSO Print CQntractor Agent's Name ep / S2 .- Date Sienature of No-��-State of Florida Contractor/Age-::s Produces :J (Initial & Date) I'ersonall% Known to Me or FD: (Initial & Date) (Initial & Dau MIRINDA C. TURNER MY COMMISSION # DD 212893 EXPIRES: June 14,2007 Bonded Thru Notary Public underwriters �maovmmo 3-215-203 7:09AM FROM w,cr oar a . •I ,.. - lr,r,,r�y .r.rr�wr.r-t r:. , ,•,,.,: �,.sr �'. >v. .. , CITY OF SANFORD PERMIT APPLICATION Date: _ Permit 4 : 6 3__q Job ,%dd«de:. g ... u� o Cr —S - IF 3 Permlh Type euildtrig • TM 6lccttical Maehanlcal Plumbing - Fin Sprinkler/Alarm / Pool 5 Addition/Alteration Change of Scrvicc Tempor9ry Pole_ klectrical; New Service - t1 of AMPS �...� Mechanical: Residential Non•Rcsidcntial Replacement New (Duct Layout & EncT%Y a1c. Required) Piumbinji New Commercial: Is of Fixtures 0 of WaICT & Sewer Lines u of Gds Lines Piumbiag Repair - Rtslden(ial or Commercial Plumbing/New Residential: q of Water Closets - occupancy Type: Residential I,� Commercial Industrial Total Square Footage: - p of Stories: a of Dwelling Units: flood zone: (FENIA form requlrad for other Ihin X) Construction Type, . _• -' (Attach Prpo(of Ownership & Logal D�cripoon), Parcelx es p 1 aze 1 Owncra Name & Address: l o . PhnnIt r. w -, � _tom o c.- Contractor Name & Address: 1 2 r` -2-% �� _ State LlccnseNumher L� I r l� t o Phone: i 7- 3zU C�3 Yhoue& Fax: y - Contact Person, _...0 Ilonding Company: -- - - -- Andres: Mortgabt Lender. -" Address: /, rchitecVEngineer: . Address: ...— Phone. .. Fax: Application is hereby made to obtain a permit ludo the work and installations a indicated. I certify that no wink or installanon ha. comnenced prior to the issuanccof a pcTmit and that all work will be pent -mod to meet standards of all laws tcgulaaing oruwction in this jurisdiction, f undc Snnd thin a spank permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HFATERS, TANKS, and AIR CONDITIONERS, cic. OWNER'S AFFIDAVIT: I eMify that all ot'the foregoing information it: accurate and that all wwk will be done in compliance w+dt all appiicoblt laws Nguirn^g construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN f MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wn-H YOUR LENDER OR AN ATTORNEY BEFORE REC:ORDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to she rcquirtmenu of thin permit. theft n-4y he aAdihonal restrictions applicable to this propaZy that may be found in the public rc,:ords of this eounry, and there rtuy be additional permits Mquifod fmm other govemmcnul cnnhcs such as water management dismccs, watt agencies, or fcdcrsl xbcnc,c' . Acceptance of permit is vcHtication thur I will notify the owner of the properly of the requiremcnls of 17lon en Law FS 713 Date Signature of GwnCi'/ARCnI Ualc lr�nalure Jf (onrnClndA Ect,l _. Ck P 5 --' Print Clln tBCl Of/Agents '.mc-- Print Owncr/Agent's Namc SiCnnurc of Nulary•Statr. n/Florida natc Cign�h,. iy•Sutc of F iuj o Uu!c �)wnir/ASant Known w My ,n is ..— per Knn,vn it) Mc ui t,'u,,,ngcnl is wcr:o,,;,ly ��- Preododucuc ed III PruJuC�d Ih� ���� AI`I'LI(Al'ION API)KOVC-A) IIY: Illdg:—__--- nitisl > I)'atc) wlial l l)u'.c (Initial 4L I)sto) (Uulial &Dale) Mane A r ,Pct;i:,l Co ndiiinns __._ _._.- -- --- Zettlemo e �SpY P i, Commission #DD22138 =. Expires: Jul 15, 2007 • 9 `c Bonded Thru Atlantic Bonding CO- - ino. r KUM CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: 1P(l as Date: I a`► �� The undersigned hereby applies for a��permit to jostall the following electrical: Owners Name: 7;9 Al"'. Address of Job: Electrical Contractor: Residential: ✓ Non -Residential; By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicants Signature State License Number ti PLOT PLAN DESCRIPTION: A PARCEL OFLAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORO, g�ENIINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENC`E'IH� THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROU b H' �9; THENCE RUN N00°25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46" E A DISTANCE OF 3.38 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 590.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 50.00 FEET; THENCE RUN S00°25'29"W A DISTANCE OF 117.60 FEET; THENCE RUN N89'17'34''W A DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 117.37 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PROPOSED ROSE HILL PHASE I) PLAT THIS PLOT PLAN IS BASED ON. ' POINT OF BEGINNING MU OF I 0 15 30 PREPARED FOR: D.R. HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MLW: 50 S89"33'46"E 590.00' O N O N 1r� PROPOSED LOT _ K R SLAB ELEVATION 14 16" ATE;,% ROWN &DJ ENT ROAD UNLESS VED 3.38' O r� r� Ln N � O CO O z POINT OF COMMENCEMENT OT 12 I LOT 13 50.00' k- 1 S89'33'46" E ®--o- - PROPOSED LOT 15 DRAINAGE TYPE A n— • — ' — ' — . — . — . — .� i� PROPOSED LOT 16 40.0' LLJ PROPOSED i� N MODEL 2879 FINISHED FLOOR 0) O C14 ^ L ELEVATION=46.0 I �N w v N N �p O /C o w o w 00 Z ; � 40.00' — — — N89'34' — — LOT 25 BAKERS CROSSING PHASE 1 — — PLAT BOOK 60 PAGES 27-29 N 5.7' w . u 14.7777' 5.0' II10' UTILITY N 89-17'34"W 53.1 °I 50.00' :lq tji PROPOSED of o INLET �I —408.01 PT -- --- 93_17' - - ---- N89'17'34"W 501.18' C PROPOSED TRACT A CENTERLINE OF_ RIGHT-OF-WAY UNNAMED ROADWAY - 50' RIGHT-OF-WAY LEGEND LOT 15 CONTAINS 5874 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 549 SO. FT. t TOTAL SOD 3218 SQ. FT. t 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND..FOUND '--- THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X_,._ AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 25, BAKERS CROSSING PHASE 1, AS BEING S89'34'30"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM REPOSInON 05/15/03 soo ASM40993 METES k BOUNDS 05/05/03 soo JOB NO. MODEL CHANGE 4/8/03 SOO DRAWN BY: PLOT PLAN 3-26-03 SDO — — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE x PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB' LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED A CALCULATED (CALC) A ED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT BOOK NO NATURAL GRADE SO. FT. _ SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY ROL POINT ON LINE - PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT 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 R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE ON 'USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID, WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. -Zo �03 y FOR THE FIRM WILLIAM R. MUSCATELLO JR. PSM#4926 DATE Q- [6 fl '� . CAULK. BETWEEN B.W. I-1/4• MIN - 13NE BY WOOD CONCRETE OR WOOD BUCK a (BUCK WIDTH) EMBEDMENT BUCK BY OTHERS f (� MASONRY OPENING MAS-Y. OPENING 6T 07H£P.S B• OTHERS" INSTALLATION ANCHOR DTE 9T WOOD 3/16' DIa TAPCOT. p CAULK BETWEEN I BUCK BY OTHERS WINDOW FLANGE ST O I WOOD BUCK T 1-1/4- MIN. BY To a o EMBEDMENT SHIM AS REO'D. ` RIGID VINYL 1/4' MAX CALL BUCK GLAZING BEAD (SEE NOTES) v SIZE';-. SIZE INSTALLATION ANCHOR (TYPJ 3/16' DIA. TAPCON Y i2 Ta //a x zs ':' ' _: .:. .,.: . 111 X 49 .STUCCO OTHERS ,'.__: ....... -'SHIM AS REO'0: .,_;. _. _. - -a4 'ta 1/6 3/a BY .- :-.: ... MAX. .CLASS - '� 145 10 1/8 X 55 1/4 _ '.PERIMETER (SEE NOTES) , ctrPJCSEE NOTES) 15 - .,Is 1/a'x.62 . -' CAULK ,.; , -; .. 17 - 1a 'T/a X 71 .- <la I x 71 - BY OTTERS ..IM2 :--.,25 1/2 X 25 -FLANGE TYPE :. FLANGE TYPE ' NO4DOv FRAME '... `'. 1H3 IMa 25 7/2 X 37 3ro '..QS 1/2 x 49'Sro WINDOW FRAME, - JAMB -CAULK BETWEEN IHa3- 25 1/2 X 55 1/4 RIGID v HEADER VINDOV FLANGE PERIMETERULK v OHS ,HIS 25 3/2 X 62 - 25 1/2 x 71 GLAZING BEAD - - ' - - - - a WOOD BUCAAULK CK - IH7 Is 1 2 X 83 L .(TYPJ - .. GLASS - BY OTHERS )0 1/2 . 26 29 1/2 X 25 )OV .T1 hh (TYPJ (SEE NOTES) 11 W.W. (VINDOv WIDTH) _ 30 1/2 . 3a 3/a 30 1 50 Sro 29 1/2 X 37 3/a 29 1/2 X 49 5 8 e_-1. (BUCK CAULK BETWEEN WINDOW HEIGHT) FLANGE a PRECAST SILL V/ VULKEM U6 ADHESIVE CAULK. OR APR"'A EEL• SECTION B—B FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL ' BY OTHERS � f T a W.W. "CAST SILL cam_ I BY OTHERS NOTES SECTION fi B C 9P-A 1) SHIM AS REO'O. At EACH INSTALLAANC HOR. CHOR, MAX. ALLO f--LE I — SHIN STACK TO BE 1/4'_ 2) wINDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. / f- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK DEHIND WINDOW FLANGE AT HE&D & JAMeS. SU MUST BE ATTACHED TO THE SUBSTRATE w1TH I ! B VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE. SiUCO"ZED ACRYLIC CAULK FOR PERIMETER SFAL AROUND ExTER:G-M OF WINDOW FLANGE. W.H. — 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOP. CHART, USE ANCHOR CAJANTNY USTED WTH NEXT LARGER SIZE, F02 i=_ / APPROP.reA i DESIGN PRESSURE REO.0. / 7) GLASS T!ICKNESS MAY VARY PER THE P.EOUIREMENTS Or ASTM E1300 GLASS CHARTS. 8) LETTER MIGRATIONS ON THE TAPCON LOCATION CFART INOIG= _ WHERE TA=CON ANCHORS ARE TO BE INSTAL'_E WHEN UScw T— EXTERIOR ELEVATION AS A KEY, 9) ALL FACTORY APPLIED HOLES NOT OESIGNATED FOR TA=CCN ANCHOR SHOULD BE FILLED WITH j_ SCRCWS OF S'JF FiGE.N: LTH. TO PROV:CE MIN. 5/E IN. EMBEDMENT INTO WOQO 6UC'F.. r. -�— IQ FLORID A EXTRUDERS i _GO SERIES SINGLE SUNG Ic PRINT ALSO APPLIES TO i-_ F.OP.IOA EXTRC]_i G Ce SERIES S;NC! HUNG — I_ •%1 10 WH 'N..ny 1 It N 1,A I� W- S `1J iwr ALF 1`✓' - A _`J rJ��1`✓: _Y ( E. If 30 1/2 . 56 1/4 29 1/2 X 55 1/4 CAULK BETVEEN 30 1/2 . 63 29 12 x.62 WOOD BUCK a 30 1/2 . 72 29 1/2 X 71 MAS'Y.. OPENING 30 1 • a. 29 1 2 x ai By OTHERS 36 X 25 23 36 x 37 4/6 24 36 X 49 5/a 245 36 X Si I/4 CONCRETE OR 25 36 x 62 ' 26 36 x 71 NASDNF.T OPENING I7 36 It 83 BY OTHERS 4 x 6 41 X 25 42 . 50 5/8 42 56 1/4 42 . 63 a2 . 72 .1 : n 3/a 4I X 9 5/Z 41 X 55 1/4 41 X 62 41 x 71 4I x 83 4B a 26 47 x 25 4a . 38 3/3 •7 X `7 3/Z 48 . 50 5/ .7 X 9 5/3 . 56 1/4 47 15S 1/4 48 . 63 47 x 62 . 48 a 72 47 . 71 44 .A 47 X 83 32 52 1/3 X 25 33 St 1/a x 37 3/a 34 52 1/Z X 49 5/8 345 u '/a x 55 1/4 35 52 1/a . as 36 . 37 57 ; /Z X 71 5_ /a . 53 APCON LOCATION CHART LOCATIONS IN HEAD LOCATIONS„IN JAMB 301ti TO 40 y7 41-V TO 70PSF 30P5: TO 4GA.5t 41PBFTo, 70F57 6 e . FIF MJ e e e e ' f G*��� N' FF '=,1cF'i.JWa'=a: .`a - 8 8 f,C,JX e 6 8 6 F.0 ' f,GJIJ e 6 . F.GJIJ F,GJIJ e e F,GJ.K F,GJX - 8 e e F,c F.cJ+J 6 e f,G : F,G.H1 --- 8 8 F,GJIJ ;. F,c,HJ - 9 8 F.G.Mi O.E,F,GJV - - e 8 F,GJX F.GJUJ.K ' B 8 F•G F,G,HJ .' 8 I 8 . F,G 8 E F,GJU F,GJNJ 8 6 F,GJLI OJ:.fJ+lU "- B 8 8 6 F,GJU F.GJ.K' -.' Of-FX.HJ. F.GJUJ.K 5 A_C J B A.0 F.G ' F,GJU e A.0 F,G F,c.HJ 6 A.0 F.G,HJ .. F,G,M1 -- 8 A.0 F,GJLI O.EA,G}4J e A.0 F,G.MJ O.E.F4f1.1 xr FGJK O.EFCHijK 8 A.0 F,G F.G 8 A.0 F.0 F,C.H) 6 A.0 F,GJIJ F,G.HJ 6 A.0 F,GJ4.1 O.E.F,C.H.1 AX F,c.H.1 OX-F.G.MJ - 8 A.0 F,C.M J D.E.F•G.MJ 8 1C FGJK 0EF_GJKJK 37 SiZ_ NOT A-ILASLE IN ICOO OP 1500 SERIES. Nj:. ----- V FLORIDA EXTRUDERSINTERNATIONAL. INC SANFORD, FLORIDA TITLE 1NS7 ALL A T CIN D_i SGL HUNG TLAMGZ ;;INnC'; SERIES 1000 ISOO E 2000 DRAWN 0y: Bs j APPPOVED BY: 7ATc !0/0=:=/I) ,:CALF .,-c IDWC_._-LEX001 4� - - 6) IF EXACT WINDOW SIZE IS NOT -LISTED -IN ANCHOR CHART. - - USE ANCHOR QUANTITY UrSTZJ WITH NEXT LARGER SIZE. - - :iN TrPE 7) GLASS THICKNESS MAY VAR: PER THE REOUIREMENTS OF,; ELEVATION DOW FRAME ASTM E1300 CLASS CHARTS SIµARBLE SILL - v!EwEO FROM EXTERIOR a) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ -- -- PERIMETER STC THIS PRINT A150 APPLIES TO THE FLORIDA ETRUDERS 1500 CAULK —\ BY ❑THERS - 3T OTHERS - .. AND 2000 SERIES SINGLE HUNG WINDOWS. . INSTALLAT!DN ANCY.GP I T110 BY v_D7 #3 VLO] SCREE 9r OTrIERS STUCCO BY OTHERS CAULK BETWEEN WINDOW F!N SEAT -!NC 6 SP:ZATviNG 3r DT�FR� -- NT _ .f REVI DESCRIPTION I DATE fINI FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD. FLORIDA TIT—iE:INSTALLATION ='L W/r? SCREWS SINGLE HUNG FIN +'«' - __:._ 1000,'500, ? =0,00 1 I I D=.=-aN E y a APPROVED BY: I I r,,T- :i,-�i,)I IS(7-1-7 _ iD1t`G.. _=xGC_ULF CONCRETE OP. MASONRY OPENING BY OTHERS ONE By WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) V Jl :V INDO V HEIGHT) PERIMETER CAULK BY OTHERS 1� L 1 v CAULK BETVccN T` WINDOW FL-INCE — L PR:CAST c 1.// VULKEH� !:- !� SHE•-!vJ f6:1-, S� L INSTALLATION ANCHOR 0/16• DIA. TAPCON CAULK BETWEEN WOOD BUCK L MAS•Y. OPENING BY OTHERS !1 I 4 1-1Z 4' MIN. A EMBEDMENT B.V. (BUCK WIDTH) SHIM AS REO'D. MAX. (SEE NOTES) GLASS (TYP.) (SEE NOTES) SHIN AS REO•D. lis• MAX. (SE E NOT FLANGE TYPE WINDOW FRAME - � W.W. RIDGED VINYL A GLAZING DEEDB+L 7� 1 (BUCK 7/BR HEIGHT) B RIDGED V[N YL GLAZING BEAD W.H. IjI�If ' I 2, O.C. MAX. (TYP.) L i FLANGE TYPE C- WINDOW FRAME 6• MAX. (TYP.) A -.,J E1_EVATION VIEWED FROM 'EXTERIOR c- r RIDGED VINYL GLAZING BEAD ------777 1_M • "IN CONCRETE OR I C.BC OMCNT MASONRY OPENING BY OTHERS C, INSTALLATION ANCHOR / 3/16' Dla. TAPCON v / 911 v ONE BY WOOD BUCK BY OTHERS FLANGE TYPE WINDOW FRAME CAULK BETWEEN PERIMETER WINDOW FLANGE L WO CAULK L WOBUCK BY OTHERS. CAULK BETWEEN V.V. VOOD BUCK L NAVY. AVY. OPENING (WINDOW WIDTH) 1 BT OTHERS - SECTION B-B STUCCO BY OTHERS NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERVL- ALUMINUM ALLOY 6063. }) 3/16 DIA. TAPCON INSTALLATION ANCHORS MUST 6E OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. A) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD G- JAMSS. SILL MUST 6E ATTACHED TO THE SUGSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE S0.1CONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUr10 EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH LA NEXT RGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIP.EMENTS 0' ASTM EI300 GLASS CHARTS. 6) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. 3- SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN, EMBEDMENT INTO WOOD 6UCK SHOULD 6E INSTALLED. 9) FLORIOA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. TH15 PRINT ALSO APPLIES TO THE FUORIOA EXTRUDERS 2000 SERIES FIXED WINDOWS. 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REOUiREVENTS. I1) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. - 12) WHERE WINOOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO 6Y WOOD BUCK, USE po SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/3• MIN. EMEEOKIENT. 13) WINDOW UNITS CAN PE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION, SEE MULLION INSTALLATION SHEETS FOP. REOUIREMENTS. IINTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: INSTALLATiCIN DES.':_ sJ/ ONE by 21L)CK IXED 'FLANGE UINTIi]W — S_t IEc '.00 Z 2000 DRAWN BY: =- ;?PBOvED S'!: I DATE I0/22/01 I-CALE: NTS JDWG. TLEXOGiS S:;_ET i G- SHEATHING BY OTHERS CAULK KIWEEN WINDOW FIN L SHE AiH(NO [NSTALLA T ION— ANCHOR e3 SCREW EXTERIOR FINISH By OTHERS PERIMETER J CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK 9r OTHCP.S t NSTALLA.IE'N ANC:HD= :2 W_ol SCREW EXTE-iCRL iNI" 1^ MIN. FC."C DMENT WeoO FRAMING �BY OTHERS �-- GLAZING cSEE NOTE 6) CAULK Win^0': F:N I 1'M;N L _ - S SHIN AS REO'D.CENTRALL FLOFJDA *B-0-A r (SEE NOTES) Ivi,�NUFACrpXi1T'1 R NALV'lllu'e 1/V MAX. / U SHIM SPACE MASTER Fib # GLAZING (SEE NOTE 6) BUCK HEIGHT FIN TYPE WINDOV FRAME :L cSEE NOTES) VnGD 7:2:n!NG SUCK 3r C7,E.R' If VII HE EXTERIOR FIN TYPE WINDOW FRANC DOW GHi WINDOW WIDTH - A / _ B A--j ELEVATION vIEwEC FROM EXTERIOR WINDOW WIDTH i/4' MAX. SHIM SPACE I y Y WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR e8 SCREW / I CAULK BETWEEN WINDOW fjN L SHEATHING SECTION B-B PERIMETER EXTERIOR FINISH CAULK _ BY OTHERS BY OTHERS NOTES' 1) SHIM AS REO*D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN. EMBEDMENT OF i- INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR. OF WINDOW FRAME. 5) USE StUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOUIP.EMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE PLORIDA EXTRUDERS 1500 AND 100E SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24 O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. 'WITH. ANCHOR. SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71- OR 63' X 95- OP t19' x 37-3/6- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUEE MULL:ON. SEE MULL'ON INSTALLATION SHEETS FOP. F.E.11REMENTS. NAL, INC FLORIDA EXTRUDERS `NANFOAD(, FLORiDA TITLE: INSTALL= - ON L! -;AIL 11/ r8 WL�f_1J CC c1J FIXED FIN WIINID- SFP,!ES 2000\1000 DRAWN' BY: D � A??RpvED 3'r: DATE: l / I ?/1= -ALE:.. . ID'wG..: _ .- )EATHIMG IY OTHERS I EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEADER EXTERIOR PERIMETER CAULK BY OTHERS :XTERIOR FINISH — IT OTHERS e INSTALLATION ,WHOP SCREV (TYP.) SHEATHING BY OTHERS 1" NIN CAULK BEHIND FIN - SHIM AS REO'D. TVO BY BUILD (SEE MITES) DOVN BY OTHERS FIN FRAME JAMB NOTES: SHIM AS REO'D. T) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING - <SEE NOTES, SH7J, MAX- ALLOWABLE SHIM STACK TO BE 1/4•_ GLAZING (TYP. . . 2) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063..... - -'SEE NOTES) _ . 1/41.INx 3) USE -SILICON¢ED ACRYLIC CAULK BEHIND. WINDOW FIN -AT HEAD. SILL & JAMBS. ' - SIIN SPACE 4) USE SXICONIZED ACRYLIC CAULK FOR PERIMETER: SEAL AROUND EXTERIOROF WINDOW FRAME_ ' S) GLASS MAY VARY PER THE C130OUA CLASS NTSCLASS S I ALLSTM CHARTS. SINGLE GLAZING K SHOWN.I4SULATING (DASS-6 ALSO OUAUfTED. S. SINGLE INSULATING ',.6) SCREW .ANCHORS AT HEAD. .SILL &JAMBS SHOULD -BE IS SCREWS OF': SUFFK.YENT -- - - " LTtL TO PROVIDE MIN, 1 vc MIN. EMBEDMENT INTO WOOD FRAME. 'PLACE 18 SCREW ANCHORS-6• FROM CORNERS AND 24. O.C_ MAX. - EXTERIOR - .7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY . . ,TRANSFER LOAD FROM WINDOW TO THE STRUCTURE_ - - - - 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES- —vIm00V vICTN 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS_ 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS_ GLAZING (TYP. SEE NOTES) -FIN FRAME SILL SHIM AS R£O'D.- (SEE NOTES) -T L IA' NAx. S.IIN SPATE AI�li EXTERIOR ELEVATION I'JL BY FkiM:N.(i 3r OTHERS \`- CAVLK BEM:ND FTIINjC ,f y IL3/r4 op�T�? iBCOKNT ' r•r, SECTION' A —A —5-- T° ,i T, 1/4- HAX SHIM SPACE 88 INSTALLATION ANCHOR SCREV (TYP) TVO BY FRAMING BY OTHERS CAULK BEHIND FIN L I '\�� L ' . ' ' , � . , L ' �' . L L, '_ , ' ' 4 , L �.t ;v.� i a, zc EXTERIOR FINISHarts `y 2'BY OTHERS PERIMETER CALK BY OTHERS SECTION B-B WINDOW MOTH A iT iT / A EXTERIOR ELEVATION W NDOW Ts HEIGHT 1 NTERNATIONAL. IN FLORIDA EXTRUDERSISANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB , APPROVED BY: DATE:02/14/02 (SCALE: NTS (DWG.: FLEX0037 PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDO:Y MEKaiT EXTERIOR VTNDOV FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHERS 1-3/8- MIN. NSTALLATION ANCHOR EMBEDMENT 10 SCREW BUCK WIDTH 1/a" MAY SHIM SPACE CAULK BETWEEN.:-.. ; ILD .DOWN THERS iv0 BY BUCK LSO APPLIES NOTES: TWO BY FRAMING - t.CEWRETE SILL) 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. BY OTHERS - 'Br OTHERS _ ALLOWABLE SHIM STACK TO BE 1/4-- 4_ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8- MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTHL TO ACHIEVE SHIN AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/1 INTO MASONRY OR CONCRETE /10 INSTALLATION - (SEE NOTES) :. INSTALLATION ANCl�R SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- t10 ..MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. . :.' _-RTSTALIAT10N ANCHORS &:SCREWS TO BE PLACED 6IF. FROM CORNERS & 24 1N.. Q 4 '-L•a_, 52 . Jr'O.C_:.MA... :.: - WINDOW FRAME 7L Yf 4) USE S UCONQCD-ACRYLIC CAULK SEHINO WINDOW FLANGE AT HEAD. SELL & JAMBS. - JAMB _ y 'V FLANGE t S) USE MICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF asc t,'l'�(�t VOODy13lICK v 'WINDOW FLANGE. GLAZING <TYP 1/4' MAX.'- '6) GL,ASS:IHICI(NESS MAY'•VARY PER THE REOiAREMENT5 # ASTN E13000IASS SEE NOTES) SPACE 'CHARTS:' SINGLE GLAZING IS SHOWN.' R45ULATING ,GLASS IS AL50 QUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEER EO BY 'OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE r "8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO'1,..,;0 APPLIES TO FLORIDA EXTRUDERS 1750SERIES& 2000 SERIES. CONCRETI -9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT 15 NOT INTENDED TO LIMIT USE OF MASOMRT zura THIS PRODUCT TO THESE TWO CONFGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK SHIN AS REO'D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS .. LS£E NOTES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. -' 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW VIDTH MULLION- SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. -„ GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) BUCK HEIGHT I t/a' MAX. SHIM SPACE EXTERIOR ELEVATION CAULK BETWEEN J WINDOv FLANGE d t ,{�I�1���E'+� 7 q� T� ,L �y ,L BUCNE BT WOOD 1-1/4- .1-C �l� l RAL i` T ORI . A L3. 0. A. i . j EMBEDMENT� ^ CAULK BETWEEN >A�\ NAG Vn P.R NAM. v000 BUCK t MASONRY OPENING ONE BY VOGD BY OTHERS BUCK BY GTI-ERS CONCRETE OR jrC 1101•J A. —A \ MASTER F UZ MASOMID�f►q - INiiA(L4G1,]1: 9NCL(OP. -r-n .: BY OTHERS 3ito• Di: 7a-CON - '�1� I. A EXTERIOR ELEVATION RNATINAL, INC FLORIDA EXTRUDERS'SA FORDO FLORIDA TITLE: FLANGE INSTALLATION DETAIL w/ FRAME BUILD DOVN DESIGNER. FIXED VINDOV 1000, 1750, & 2000 SERIES, DRAWN BY:BB APPROVED BY - DATE: 02112/02 SCAIE_uTS IDWG.. FLEX0036 J SHIN AS RE'O'D" SHEATHING (SEE NOTESI By OTHERS CAULK BETVEEN [DOOR FLANGE ++ 6 SHEATHING OR ,SIDING J- BY OTHERS PERIMETER CAULK BY OTHERS 3 s A VANYX SLIDING GLASS DOOR FRAME SILL UL1lP[ I )cH.,c HEAD - : SHEATHING 7-_. za SHEATHING - BY OTHERS PERIMETER - BY OTHERS CAULK A OTHERS :STUCCO - TEMPERED GLASS ---- -_ TEMPERED I - _ - - _,£TYPJ i / I STUCCO OR SIDING -.OR SIDING —J/ I GLASS (TYPJ BY OTHERS -- -BY OTHERS _..- I , - SLIDING -GLASS INTERLOCK, DOOR - _.. _. - - -HEIGHT -_- - SECTION B-B -- - , HOOK .. U DOER MATERIAL ALtMINM ALLOY 6061 . - 2) 69 INSTALLATION SCREVS NEST BE OF EFFICIENT LENGTH TO ACHIEVE HIM tXBEDNEHT ,;Z OF t-i/O• INTO VD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST 'OF OE SUFFICIENT LENGTH TO ACHIEVE HIM EnBEDNENT OF t-V4' INTO -MASONRY OR -CON / 31 txSTALlwtlpN ANCHOR CHARY a HACK If THIS SxEET 'l)* 0 SILICOMZED ACRYLIC CAULK 9CHIN0 PERIMETER R SEAL AR MEAD t ERH9i Kyi _ 5) tTiE ACT DOOR D ACRYLIC T a_KLISTED EDR ANCHOR HART AROUND A HOR OOR TI DOOR. €3ru.. 6) 6 Ex)Gi DOOR SIZE IS MOT 112 tE0 W u+CHOR CHART vs< AnCiU1t OVAniI Tr_LIAED v17HMEAT - LARGER StZ£. FOR THE APPROPRIATE DESIGN PRESStR`_ REO-D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE t CONFIGURATtOH-TO FWISRED IDCNINO. T $ B PLACEINSTALLATION ANCHORS. IN FRONT OF HE®; STRIP AS SHOu r 3 e> GLASS THICKNESS MAY VARY PER REOUIRCHENTS � ASTn -C1300-GLASS CHARTS- DOOR UNIT L' APPROVED USING iENRERCD GLASS IN SINGLE GLAZED OR INSULATING GLASS'>' s I p I I" JAMB /SILL C0RT Ex ARE TE IN SEALED VIT. a SHALL x.A TEAM SEALER ,2 SLL I. REDO AT AA SE 6 INSTALLATION ANCHORS- . R w'STANT HA SRIH STACK TO V l2) ALL INS TaIRETIES ANCHORS MUST N MADE OF REPRESENTS RESISTANT NETERInLi A 13) KRr 'x• REPRESENTS NO LNG ParEt AND 'E" REPRf IONS$ FIXED iMEI APPROVED 'F CONFIGURATIONS ARE AS L!STrD On ANCHOR r-RT ON SACK 13F THIS SNEET. E X 1 E P I O ELEVATION NOT ALL CEnFIGLRATIENS LISTED ABOVE ARE SHOVN ON THIS DRAviNG. PUv£V£R INSTALLATION EMBED N; SECTIONS -w-A•, •9-91 L HG3K $iRi? tiE iall APPLY 7C INSTALLATION Or ALL APPROVED COW[GUP.ATIONS. J ` d 1-1/4' HIM. t5) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS D03P IS SHOVM THIS PRINT ALSO APP-IES T 2 P:O PANEL DOOR SieVN 2000 SERIES —0 500 SERIES. LIBERALLY APPLY —/ D \— , REVI DESCRIPTION DATE INI - -- - EXTRUDERS -- L L 0 P-I D A � CAULKING UNDER. SILL � - ' INT. INC. SAN�ORD � FL. ANCHOR "... OR SET SILL IN BED OF CONCR_TE INSTALL=TiaN 3/:S- D'e-. TArcaN TITLE: SLIDING, GLASS DOOR,._. INSTALLATION WITH PS SCREWS I ' I DRAWN BY: BB I APPPOVED BY: - s C {� 'I 1 !_. , 201J2 1 I 1 TE: 12/17/01 SCALE: NI; IDWG 'l_!CID27 S.�ii I -3F _ 1000 P.W./DESIGNER SILL (TYP.) ` #8 X 3/4 SELF NAPPING SMS Ix2X1/8 TUBE MULLION SEALANT I WINDOW FI i MULLION n SEALANT BETVEENJ .WINDOW FLANGES MU t LLION U #8 X 3/4. SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES . SECTION A —A ` (1) t MULLION 1000 . P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS . i X 2 7/16 X 1/8 TUBE MULLION F'o,t i SEALANT BETWEEN WINDOW FLANGES — t MULLION 1000 P.W✓DESIGNER SILL (TYP.) /�#8 X 3/4 SELF / TAPPING SMS IX2X3/8 TUBE MULLION AUXILIARY PLATE (FOR ADDITIONAL ANCHORS. WHEN REOUIREM . O O ION DETAIL C I . \ CENTRAL FI,GRJDA D.6. O BY WOOD #8 X 3/4 SELF CK BY OTHEF 1000 S.H. TAPPING SHS MANUFACTUPtER N . HEAD (TYP.) r OR/� q CiITRv SECTION A —A (2) PIALSTER FILE 1000 P.W./DESIGNER SILL (TYP.) 98 X 3/4 SELF LTAPPING .W./DESIGNER / TAPPING SMS TYPJ % I X 2 7/16 X 3/8 TUBE MULLION#8 X 3/4 SELF SMS --k 1 /,TUBE MULLION .SEALANT BETWEEN `\ WINDOW FLANGE `\ t MULLION #8 X 3/4 SELF 1000 S.H. TAPPING SMS ` 98 X 3/4 SELF \—L000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES - SECTION A —A (4) t MULLION 1000 P.W./DESIGNER SEALANT BETWEEN (r WINDOW FLANGES SILL (TYP.) WINDOW t MULLION 1000 P.V./DESIGNER (TYP.) IF 3/4 SELF L"TAP^PINGSMS 1 X 4 X 1/8 F TUBE MULLION 98 X 3/4 SELF TAPPING SMS 1 X a X 3/8 T TUBE MULLION '--#8 X 3/4 SELF '—#8 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS HEAD (TYP.) _ _ HEAD (TYP.) I APPLIES TO HEAD & SILL WHERE 1" X 4" & 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 V001) SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP- —' MULLION-- — 14 DEIPIL�� / I A / 1 I/8' MIN. EMBEDMENT ELEva710N VIEWED FROM EXTERIOR DETAILDETAJL APPLES TO HEAD & SILL WHERE I' X 2" & IX 2 I/IB' TUBE MUUJONS ARE USED VI TALLATION ANCHOR VOOD SCREW PJ RIZ. CLIP #8 X 3/4 SELF \ TAPPING SMS —1000 S.H. SECTION A —A (7) I I/e, HIN HEAD (TYP.) EMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD. FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 HORIZONTAL MULLI❑N SECTIONS SEE ❑IHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPP.CITIES DRAWN BY: MS I APPROVED BY: 1 C Zi. REP WEEN iNSTAL Typj fl fume mu-cl-im SK it S- DETA SE VINMV it: FLANX-ES -x RECAST SILL -'BY Mt S TUBE MULLP ANC iFLORIDA EXTRUDER SANFORD. FLORIDA TITLE: i&Dr9/5C0 FLANGE- -SHE-T r~ ^ k rMIAM:toAoe MIANII-DARE COUNTY, FLORI! • METRO-DADE FLAGLER BUILDI'. BUILDING CODE COMPLIANCE OFF] ME I'RO-DADS FLAGLER BUILDI 140 w1:S•r FLA6,tht S hir.6% sUrn: 1 MIAMI, FLORIDA 33130-1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX(305)375-2 Pren]dor Entry Systems CONTIUC'CORMeE.NStNGSECIrl 911 E. Jeferson, P.O. Box 76 (305)373.2527 EAx(305)375-: Pittsburgh ,KS 66762 CONTILWI'Olt I:�rC�ttrr.,�tr:N'r mvisi (305) 375.29" V, (. 03) 375-: rtto»u(. r CON'rnot. vivis (305) 375.2902 FAN (305) 3724 Your application for Notice of Acceptance (NOA) of Etttergy 6-8 S-WV/E lnstivitig Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure i product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately.: BCCO reserves the right to revoke this approval, if it, determined by BCCO that this product or material fails to meet the requirements of the South Flor BuildinP Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2006 Rout twartguez Chief Product Control Division THIS IS THE COVERSMEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL, CONDITIONS BUILDING CODE & PRODUCT REVIEW C0NUMITTEE This application for Product Approval has been reviewed by (lie BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 06/05/200 i Francisco 1. Quintana, R.A. Director Miami -Dade Count), Building Code Compliance 01'tic Premdor Entry Systems 1. SCOPE ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE,: SPECinc CONDITIONS 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with. the South. Florida Building Code (SFBC), 1994 Edition for Miarnk County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-]VIE Insiving Glazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare - manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to sing]- unit applications of pair of doors and single door only, as shown i approved drawings. Si.nglc door units shall include all components described in the active Ica f o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that tic angle between the edge of canopy or overhang to sill is"lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a huriri( Pso:ection system. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1,3 Any other documents required by the Building Oniteial or the South Florida Building Co. (SFBC) in order to properly evaluate the install ion of this system. Mane l Pcrc2, P.E. Product Co C Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 20Q1 EXPIRES April 02, 2006 NOTICE Of ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South. Florida Building Code affecting the evaluation of I roduct 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 fee) and granted by this office. �. Any of tlic following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the uscr by the manufacturer or its distributor. and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END 0FTHIS ACCEPTANCE Manu Pcrcz, P.C.; Product Con .xam Produ 'ntrol Division I 1' 11 It I FIBERGLASS DOORS Glazed Mks 6'8" Height — Inswing M.I Sli1 !th) iT1Miami-Dade t DPRallngI, '1 2.0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3T Not Listed Noll Listed I 1 1 1 11' 1 t• 1 ,. I 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0419.08 2'10" + 1'2" COP-WL-MA0143-02 (Application Filed) 52.0 NO 37 + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO I 17 + 2'8" + 1'2" I 1'0" + 2'8" + 1'0" I 1'0" - TO" + 1'0" 02-0419.08 1'2" + 2'10" + 1'2" COP-WL-MA0144-02 (Application Filed) 52.0 NO 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" I ! 2' 10" + 2'10" + 2' 10" 37 + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0419.08 2'10" + 2'10" COP-WL-MA0142-02 (Application Filed) 52.0 NO 3'0" + 3'0" XX, OXXO I i 1 2'6" + 2'8" + 2'6" + 2'6" 2'8" t 2'8" + 2'8" + 2.8" 02-0419.08 2'10" + 210" + 2'10" + 2'10" 1 COP-WL-MA0145-02 (Application Filed) 52.0 NO 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite 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 structljres). 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, ?.,2012 & PAK, Oak aft •IIC,f)Mi K^` 1,11.F.Nf.1.A t\ f. A'1'IlY lbn.>.wNfp"fl... Gvr Ooa. a H P ! FMDa?�n//'/ n / Our cpnu�w.^.p pm0wn pt p,Xucl unp.orcmtnl m�fn fpeuligl+i, Otspn mpp.o0o[I Masonite Internatlonal Corporation dd.ld wbicct 10 [h]I,pc .0001110hee. Glued Units X X0, OX. OXO XX, OXXO n COP-MMA0100,02 FIBERGLASS DOORS 6'8" Height — Outswing 2'0" COP-WL-MA0161-02 02-0418,03 (Application Filed) 55.0 tJO 2'6" _ 2'8" 2'10" 3'0", 3'6" 2'8" + 1'0" Not Usted COP-WL-MA0163-02 Not Listed — 02-0418.03 (Application Filed) 55.0 = NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 3.G" _ 1.0" 37 + 17' 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Application Filed) 55.0 NO I ' 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1,0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" 2'6" r 2'6" ; 2'6" 2'8" + 2'8" + 2'e " 21C"+210"+2'10" , 3'0•' + TO" + TO" 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10'' + 2'10" TO" + 3'0" + 3'0" + 3'0" ote - 1. Occr a, rzngetnents using fewer panels than wha! is sk.v.n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni a 1n!arnstional website (www.masoni,e.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 olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural• cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade OCCO protocol PA201, PA202 & PA203. Qaaft. ARK' All r.11AY VOORS Ne 11• "lirtlu, E—, Ca: ", owny o.•n ❑ Vl� Masonite international Corporatior. Gpty i;. 2W2 Om coM"ttn:y proptam of ptpeW fitorovrnuoe makes spedfip,to"s, oesion ano proaecr QNoit ;etjni to cl,^C "itim-1 rouge. Glazed Units COP-WL`-MA0100-02 To FIBERGLASS DOORS 8'0" Height — Inswing ' X 1 / 2'0" COP-WL-MA0146-02 il' 02-0423.01 (Application Filed) • E1. 1 40.0 N0 2'6" 2'8" _ 2'l0" 3'0" 3'6' Not Listed Not Listed I— — Arilangement t Xi.. 0X, ^;;0 L3' Mulliples,1 2'8" + 17 1 COP-WL-MA0148-02 1.1 02-0423.01 (Application Filed) �• . 40.0 1. -1 NO ; 2'8" + 17' 2'10" + 1'0" 2'10" + 17 a0 +10" 37 + 17, 2'8" + 1'C" COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO I 1 12 2'10" + l'0" 1'2` + 2'8" + 17' 1'0"+2'8"+IT 1'0" + 3'0" + 1'0" 1'2" +2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" i;" +'s'0" + 3'0" i� XX, OXXO 2'8" + 2:8" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO 1 + 2'8" 2'10" + 2:10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-042101 (Application Filed) 40.0 NO 2'8" + 2'8" + 2,8" + 2'8" 2'10" + 210" + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usinq 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 lWernational website (www.masonite.com) or from the technical center. s. lnsta:'ation ins!rectio:,,s are available from the fdasonile Internaticnal website (www_masonite.com) or from the technical center. :. Aclua: design pressure requirement for a specific tuilding design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builoing 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. O akcraff MTEK" (:N'rMY ootuts Newt-..,r.J J_0" Lir Own f;4 2 ). 202 r;a Mtt!.Iu IC 01 YfOOutl irc.p.Orcrntnt :relcs fp[;iflr:;:grs. Ctiq" -A na:.;1 Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing X Singiles (width) 2'0" 66-02 =ht Mitt 157= 02-0423.03 (Application Filed) r 47.0 ,. NO 2'6" IICOP-WL-MA01 2'8" 2'10" TO" ,• 3'6" Not Listed 2'8" + 17 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 COP-WL-MA0168-02 TO" + 1'0" 3'0" + 1'2" Not Listed 02-0423.03 (Application Filed) —'Arran 47.0 — NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 112" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 17' + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + TO" + TO" A 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" TO" + TO" 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" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the 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. Q Oakcraff '1'<•1 ARK" E•<I"y,velyl gT W .,...1 ,e•ain <,1 E'ItlM.NOI..�SG FN'rNY UOOItti NwrT •e.rW FMrN"Envy Doer ❑ ai�I%(/l/ ." g• a Da Adra 29. 2002 ow CDmm"ing WDp.am 01 WDdw imWOv t makes spe dlGliofnS. design and mdW Masonite International Corporation deW s.t4w 10 mange .0.0 r 1_ Opaque Units ' COP-WWA0100=02 3' FIBERGLASS DOORS 6'8" Height — Inswing 1' X 1 1llll!M�1� 2'0" COP-WL-MA0101-02 I.1 I 01-1031.01 76.0 t. •1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 1 X0, OX, OXO I 1Masonite1 2'8" + 1'0" COP-WL-MA0103-02 I.1' 02-0109.10 (Application Filed) I• Ral 1 55.0 1. I NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO VT + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 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" + 2'8" 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" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + TV 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft "1 AR 1 EK'" f•Ct"I.rety from w...•J- c <J FIXI:NGI..�SS E.W. — •I)OON$ NOMT "M•a ra.rp."E.rry D"en pre 29. 2002 Our Cont-n-9 orppranl of product < PnwEmMI tnakES wp dicawnf. deWn and oroduo Masonite International Corporation utad$.D.W'o C.a "wdn0ut.012E Opaque Units FIBERGLASS DOORS 08" Height — Outswing X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 1-Multiples1 X0, OX, OXO 2'8" + 1'0" asonibeInternational1.1 COP-WL-MA0123-02 r 02-0109.09 (Application Filed) �• 1 55.0 1 t NO 2'8" + 1'2" 2'10" + 17 210" + 1'2" 3'0" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 210" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 12" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 210" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 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" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Q O akc aff WnnA-era,n '1 AR 1 EK'" f• •elY I,o./n�,//�'�' <a <A 4`18—GLASS ENIRY DOOM[ Nw-I.—f-,—I—Ooa+ v ADdnooz .z m Qv Y oe".• Masonite International Corporation Our com—inD Dropnm of Droducl improvement makes SWdicAions, design and pmducl Dead suhlen to chino! Withw notice. - Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing ArrangementSingles1 X X0, OX, OXO 2'0" 1 1 �1' 02-0109.08 COP-WL-MA0106-02 (Application Filed) �• 1 70.0 I I NO TV 2'8" 2'10" 3'0" 3'6" 2'8" + 1'0" Not Listed Not Listed r.t• i 02-0109.08 COP-WL-MA0108-02 (Application Filed) — mum 55.0 — I. 1 NO 2'8" + 1'2" 2' 10" + 'IT 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 'IT 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 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" 37 + 3'0" + 37 XX, OXXO 2'8" + 2,8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff ^I)OONC 1� AR EK" o FIHI�Hf.I. A.\� F: N'1'HY Non.Ti.o""a rOera„u Emry Ooo., moo.. .oe AD"29. 2002 Masonite I n t e r n a t i o n a l C o r p o r a ti o n Our commumg woatam of produd anprovemem makes speciticsions_ ots.on ana oroaun detad subject to change without notece. - : COP-WL.Mp0100=02 ' FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing I Singles1 1 1 rl l �• 1 , 1 2'0" 2'6" 02-0109.07 X 2'8" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — 1'multiples1 1 1 �1 �• 1 1 2'8" + IT 2'8" + 17 2'10" + 1'0" 02-0109.07 2'10" + 1'2" COP-WL-MA0128-02 (Application Filed) 55.0 NO 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 17 X0, OX, OXO 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0109.07 1'2" + 2'10" + 17 COP-WL-MA0129-02 (Application Filed) 55.0 NO 17 + 3'0" + 1'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.07 2'10" + 2'10" COP-WL-MA0127-02 (Application Filed) 55.0 NO 37 + 3'0" XX, DUO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.07 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0130-02 (Application Filed) 55.0 NO 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 6CCO protocol PA201, PA202 & PA203. 0 Oakcraff rn.O" EJ• ARI EK" E+<lu„rele I,om (%INI:NCi I_Atiti Fl.NV IVw.T".a"W FL'.. E1.-0—, m o".me oho., Apr+ 29. 2g02 ow cominu.no wogtam of pl000cl Improvement makes swilications. design and oroduct Masonite International C o r p o r a t i o n dcua suoiecl to change without notice. X Unit 6' TYP. I" UNIT 8'0" UNIT -15/16' 17-118' MAXIMUM ON CENTER TYP. i • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" r r SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade 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. Ea<rur�v<tE r n April 29. 2002 .m o�.r.ry o•.•� Out contmumg program of product unorovemem makes specifications, design and product detail subjed to cnange wOhoul noli- XOoroX tt�t t Unit t SINGLE'DOOR WITH 1 SIDELITE CL TYP. p4p TYP. TYP. 4 ! t AI TYP. 6'8" UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. i • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • i 1 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & 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. E.<lus•<y 1,o•n Aprd29 2M2 Masonite In.[ernational Corporation Ow vaa.am W mudua na•o+enrtm imxes suttt¢eeons. des.on ane �,xea oeta.t suotect to cnanoe wow no". - • •�MID*WL MA0O04 02YP Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 61" UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • � P.M • i 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" r 11 r t t 1 t t r r 1 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 #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. r,' f.<Iuively from April 29 2002 Masonite International Corporation Om cw^nv.c mu4un, W p+oti�^ � ., rnem matcK ancWaaiwm. OciN^ a^c u,00uo 0,.Ud Su4ItO m cr..nye warroul ^Duce, oxxo III I Unit r DOUBLE DOOR WITH 2 SIDELITES 6- 6• CL n P• TYP. TYP. TYP. i s a s l l 1 1 1 I II 11 I 11 (1 Il II 1 ITV 13- t t t t t t WMI limit i • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. t 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 18 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade 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. April 29. 2002 Masonite International Corporation Ow continuutp lmoplam of produtl vnotovement rnaYeS SM.I4 tlon. desgn a"o O,odun dead subtect to cnante *About notice XX Glazed Inswing Unit APPROVED ARRANGEMENT: OR 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". r Double Door Maximum unit size = 6'0' x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02 APPROVED DOOR STYLES: 1/4 GLASS: a o as as ao ao na 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: �� ❑ as as as ao as as 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 Rh 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 gaff AR EK" FIBERGLASS LfFl It a' UOOItt --T..— Farr... E.+ry Oeorr PRaJ►"/ C„�f��` I a Br April29.2002 Masonite International Corporation Our comnnu.ng orogram of prodoCt nyovennenr mates specdKal.ons. design and produtl _ deli Subtecl 10 mange wdhoul nonce XX Glazed Inswing Unit 'COP=WGMA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a f 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTI.A-805W-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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR! EK'" '1'C.I ure,l LNIXk DOIl N I�IULRGL.\.i.S .� 0— F Nw,->t.uwed FAe.F.0 urry PRC„�y�n/ r April 29,2002 Masonite International Corporation Our cons—N moenm of product .^0rovtMen1 makes sMilicalions, design and otoducl delaa S01M to chance without rw-ct. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6W. 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 00 100 Series 133. 135 Series - 136 Series 822 Series 1/2 GLASS: n El 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 xs may also be used in the following door style: Eyebrow 5-panel with scroll Oakcraff AR EK" 1:1 Bt:K(;L T S1 L,,I 1' 1)/ 1-N N T.. F. Xla E,.,y Oaon P%ZEi�'%v/��.✓�'.'i �•/. ❑ f? N GZ�1'l�li�, April 29.2002 Masonite International Corporation Ow eommom o*oo•am of oloavct •mo•o+<mem maees s,mu,rcaanz, oesron a•ro mor,,,a oeu,c caanpe +.snout M.- xo or ox Glazed inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na oa U 4_04 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a o 129 Series 200 Series 12R. 121. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O�raff AR EKC r.1�,..�1, •�••• I'1If l At: 1. ,\ \.� L v'1'H l Ill II1M i raon-T<�wrN fa»ralax E�nry Oowr rl/1(a' / �+ b April 29. 2002 Masonite International Corporation Ow commune propnm or produCl wnpro,Mn t makes sptt&c36ons, des.pn and producl Bela" S,3^1 to change wllnoul no'ce _ OXO Glazed Inswing Unit APPROVED ARRANGEMENT: p ` O f '! O 4r 'COP-WL-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9T 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-nalionai, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n ou do ❑ El a 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 raft AR k EK'" 1A1 CKCLAS1 L N'I ky DO OKS Na..Ti•a...drMrkl.L Env)Goan C,'rVIA" Aprd29.2002 Masonite International Corporation 0., —,.—ne plooram of prooua -,u, wm —k,s spe[niGrrons. oesgn )rM prooutl feud S.D.W to C am without n01Ke. %'31azed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4GLASS: FULL GLASS: wwSeries ^mSeries | 109 Series /*/20,/22 152 Series 149 Series umSeries / �^m APPROVED 0DELITESTYLES: 129 Series mowries ou moSeries 152 Series /mSeries 109 Series 120. 122mries mmSeries CERTIFIED TEST REPORTS: CTU-8O5*2 Certifying Engineer and License Number: Ramesh Patel, PE/2O224 Unit Tested inAccordance with Miami -Dade RCCOPA2O2. 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 ioxrigid plastic lip |Uesurround. Frame constructed o|wood with anextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: _ TESTED IN ACCORDANCE WITH COMPANY NAME CITY, STATE To the best of my knowledge and ability exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ��������������� | S��o(Rohdu Pm�o�mUEn0�oo | Kurt 2002 *ptoduct irnoro�enl mawsdecificzlionS. design and 9(oduct Masonite international Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: TR p Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" x 6'8- Design Pressure +52.0/-52.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n a o0 0o a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RrL. 23 R/L, 24 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 Oakes AR EK" " 1 .., 1'1011NCL,SSS LN Iik V 0008S N T..—iF—g—Env, O—t fl/:/a_ ❑ t April 29.2002 Masonite International Corporation Out Conl,ny,ng pl0gtam of in00uC1 mot0vemenl makes SpKd,Cjj,dnS. desgn and ptoduCl delad S.0111101-91 wnnoul n0.— OXXO Glazed inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: Y F y 129 series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior: cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EEC" 1'111L ;LA]] Lh I NI `UIIUHp No. T- .<fMrpau E.•.' De a 6 Aprd29.2002 Masonite International Corporation OW c—tt Diot, m of p10ouC1 w orovMeM mikes SMIt"—S. 4espn and WOW Gelid subien to chwQe w11I1ou1 m6ce. XX Glazed Inswing Unit APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit We = 6'0" x 87 Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: Om oa as 822 Series 1/2 GLASS: oa 404 Series 108 Series O akcraff A R-4 EW 1AULKGLA.SS l:f IKV DOOKS t T..t nEj—El-/Dee^ 1 Apri129.2002 Masonite International Corporation ow C0n1,n,,ag y0ggm 01 0,0ducl Mp,o, mud MkCS SWifiCaG]nS. deSryn and pf00uc1 d"aa S.D1ec110 CW0, .000 Mlct. XX Glazed Inswing Unit 8'0" 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.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft _ AR' EK" I'1ULNGLAI\to.T. rCerll." E-1 tloo.. April 29. 2002 our eonlinumo pro0nm Of 0,DdW vnplovNnerd nukes SpW6010M. design 3M WOW oeua suolea 10 clunoe wilnoul nmrce Inclusively Lom Masonite International Corporation XO or OX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Q Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size = 6T x 8'0^ Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: as 822 Series 1/2 GLASS: a ao 404 Series 108 Series Oak raft AR EEC" I�IIi I�.Nf:l-Tti\ I: v'1'X S' nnfiNti Nw-T .,�w.M.•, E^�ro�., PRfit1 �':: (�.��'.'i..•. i (/�CiA � Oo. y deo.• Al 129.2002 Masonite International Corporation Ouf Con,i ng Djog,ani 01 W00uq .m0,0,"i"t niakeS SVMd<a1*nS. des,gn and pfOaucl geld•. suUlecl 10 Cnange wnmw nil{e. X� or �X I I I Glazed Inswing Unit f 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 77 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft ARk EK'" F1111:RCLASS LN'rX1 11110) 1 ebnl .WnOfb'N•+f^vl Oows m V�n��.�� ./r. �. Q / VVVV T Ou 1 April 29.2002 Masonite International Corporation Our Co to inp dr"p of drodu<t -DINMM M45 SdeCdieatgns, design and product 0_1 s'oKcf 10 02nde wnno.1 ndl,ee. oxo rtaEt Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O 0 uk.--i Uzi Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size - 9.0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements 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: 114 GLASS: 1/2 GLASS: 1>m 0o oa 822 Series a ao 404 Series 108 Series Oak raff ARC EK" 11IfLMf:L A_\1 L.11*.y —.T..—fwerNa. E—Door A/��C,'L/YI �Q T �f.��� i. � April 29.2002 Masonite International Corporation 0., conlnu.n0 ploplam of poauci .,D,Neti,"t makes spttd�f210ns. cesgn am wod"t dttad s0ien to cwnge witra nonce. OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 4' 810 Series ``COP-WL•MA0149.02 8'0" FIBERGLASS DOORS 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Bafthazor, P.E. — License Number 56533 11117111111 Oak raft AR EK" f,c1u, �e1y r,om FOULXCLASS LN*rNY OOOKS W TA -O aawrauu f—, D— M/y .+ Ou • De � April29.2002 Masonite International Corporation Our Cominuinp program of product improve t makes SpeC&Ca1i0M. design and praduct deUd Su*a 10 Cnanpe WOMur MUM OXX0 Glazed Inswing Unit .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: - -za •:'in 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". Double Door with 2 Sidelites Maximum unit size = 12'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. 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: am an as 822 Series a as 404 Series 108 Series Oak raff AR 4 EIC" Eal�,...lY Lam VWURE:LASS L.IN'I ill' 00OKS I—T..—Fdr.rr."Ewl Doon Ml�'.. ❑ �� PRF�f....e. G.✓i..�; n Ou. . Doarr � April29.2002 Masonite International Corporation our com-ng Drodnm o1 Drod'o + D—emem mates smatcaWns. d-Qn and woaW dtLad SUDIKI tO Change w11i0U1 r I'M OXX0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: S YTA ice.. 810 Series 300 Series APPROVED SIDELITE STYLES: h 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. . Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraft AF;Fk EK" LItlLNt;LA\C LN 1'lfl' --KS r�bn-T .e1nEf-0e.�uE�wf Dows \A- Q 1 /�y April 29. 2002 - Masonite International Corporation our cwl"'..." pr '.01 W000t1 0^WO '01 makes spCC�Iga1g05. 005�001rq OrWW dIU9 5001tc1 10 cha.Qt wilf wl w.c' XX Glazed Outswing Unit COP-WL=MA0162.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size = 67 x 6'8" Design Pressure +55.0/-55.0 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-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as ao as00 oo oa 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: as on an oa on oa 105 Series 106, 160 Series' 129 Series' 12 RA . 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 O ak raft AR EK'� E.er sl..ir I..m IIn1;Nf:l. r\.<\ LI��1'H\' UnU1f .0 Wn.L.wNEe«NuE•vr Donn Mn- 6 1 April 29.2002 ., a.. roe.•, Masonite International Corporation 0., Co.n.u,•g Wow.. of p,oducl myO. 1 md4es SMJM do.s. d,sVn .0 wodu i Clew., SuoltC110 CNnr♦e .41—..o12e XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 1311 1111 _j 0 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass 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�/ &EX3� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak AR 1 EK" • 1,111LK';LASS LI`I'I 1' U011ltti ' Nm-T..weJ rEw{�u Env,Dmn /)/)C,' a 1 r/�LJY1 V�n�n�� �/.. � April29.2002 .+ o.. r Dae�. Masonite International Corporation Our conjm ,ng program of proouq j ng,v mvo makes SMOicalions. design and orooucl Oe12.1 sugea 10 cronge --hour no1Ke. X Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6T x 87 Design Pressure +47.0/-47.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a 00 404 Series am an 00 822 Series 108 Series O ak _raff AR k EK'" W nnaµeain '(c <d E.<IUS.vely Irom Hnlltc:LASS LN'1'tc1 ..11N1 Mun-U.—E—S—E-u 0— /RC,' Aprd 29. 2002 Out tonuoumg oropym of produn µndtovement makes SpttdnAt*ns. deDpn mo ptoduat M a s o n i t e International Corporate o r p o r a t n i o dead wblect 10 cbande wofiow notice _ +1Az yA 4 3 ASKIN) i ' 4 I (ATY URE�O K ET FOR 16' WIDE DOOR. AND . ((TOPALopc k Cm) REV. N CLASS O/PnOtY1 SSB OLASS OR A 1 (SEE SECTION AYAIUBL[ f_at. A ill ��11 �'II�11'lliL�1�11' II �11'll�`�`�III I�'llalill C 1=7 11 OWN 2 REVISIONS DATE:_ ECN NO. APPVD: DESCRIPTION 11/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT HOIZONTAL TRICK SUPPORT BY _ 20 G WIN. ENO STILES ATrACHm To DOOR DOOR MST41IR (TO SUIT) SKIN WITH PATENTED TOG-L-LAC SYSTEM (TOP. BOTTOM k CENTER). NEW B' IJ G G1.V. STEEL FUG BNAG(ET. ETCH FASTENED TO WOOD JAMB WREN (3) 5/18'zl-5/8' WOOD lAG SCREWS. LISTED KM: DOUBLE TRACK CONFIGURADON LOW HEADROOM IS AVAILABLE AN OPTION 6 VIEW 'C' g HE](7R 11 F 2' GALV. STEEL TRACK. g YIN. TRACK 77NCNNE55:.060' s (BOTH SIDES) 0 TYP, 2-1/3'.12 W OALV. STEEL TRACK BRACKET. TWO POINT LACKING (4) 7RACN BRACKETS PER SIDE. low T. o lHR TOP BRACKET REPORT#9606C ; AGEZONTAL �3' x 20 G U-BARS. B F mAfv U-BARS W A 2-1-2-1 NMy NFADw'vNu d>CKKN PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT - SECTION. ETC.) /8' SHEET METAL SCREWS `LOCATION OF OPTIONAL WHYS A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR wnM _ le'-0• WSIO NATIONc MOTE I. DOORS UP TO 7'-0• NIGH CONSIST OF ((!) SECTIONS ((SHOWN . FRONT FRAME WITH U.V. WASHER REOUVEED. LAC t CEWAY11Et5BE . 1 OCaI1E INK DOORS OVER 7'-0' HIGH CONSST OF (s) SECTIONS (Nor ). COATING ON OUTSIDE SURFACE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL .LAMBS 00 NOT TRANSFER LOAD. 2x6 YELLOW PINE JAMB -1 )" 2' THICK ^ �Sg OLA55 OR ^ OPTIOFLN 10 SnPEW .. 25 G MIN. STEEL SON COATED WITH G-40 MN. CALVANIZNIC. BN(ED-0N RIMER. AND A BAKED-04 POLYESTER TOP COAT.APPIJ TO BOTH SIDES OF STEEL SKIN. SHP IM JOINTS. 3' TALL U-BAR 20 W GALA. STEEL MIN. YEID STRENGTH: 50 KS 3'I 1 -7/8• T SECTION A -A (SIDE VIEW) M @�:T, SELFAPPING SCREWS. 14 W ENO HINGES IR MEW 'a C-'_ INiFRLF!:IATF HINf.F NEW •C• STOP MOULDING RI DOOR INSTALLER (To SUIT) /r20 G STILE MIN. GALV. STEEL END SE 20 G GALV. STEEL INTER. STILE 1/8 ACRYVC ILIE 'MFNnow L:_ MOLDED INSIDE SECTION B_B _ 12 W GALA. STEEL TRACK LITE RETAINER /ex3/{' PAN HEAD SCREW WITH ONE 5NLRB zEl J/e saa-w (10 SCREWS PER LITE) 3 8 z{ AIKNOR". OH 21 CENTERS (C-90 PER TRACK BRACKET. BIOCX)) OR M' CFTNIERS (2000 PA MIN. COINCRETE) OR 7/16• I.D. ROUND T SLAM LATCH ENGAGES 1/{'xl' TAPCON SCREWS ON I7-I/z• C4(fm5 (z.000 ) t8 W CALV. STEEL CENIFTt HINGE 12 G GALA. STEEL TOP SNAP VERTICAL E TRICK. PSI MIN. CONCREM WASHERS IHCIUOED WITH FASTENER (ONE PER ROLLER ROLLER BRACKET. EACH ONE SOUP LATCH ON SLEEVE 1' 0.0. III. ORBITER REQUIRED 2' GALA. STEEL THICK FASTENED TO 14 W GALV. STEEL BOILER WNGE� FASTENED TO INIFA. STIES W/(a) BRACKET ATTACHED W { EACH/ SIDE OF DOOR. W� TAPGOLIS. ANCHORS MAY BE COUNTERSUNK 12 GA GALV. STEEL TRACK( BRACKETS. FASTENED TO END STIES EACN �1 fz5/e" SFIEEr METAL SCREWS /() INTER. SRLE (BUT NOT REOUIRm) TO PRm" A FLUSH TRICK( ATTACHED TO EACH BRACKET 14x5 e' S/H MEW. SCREWS MID SCRN5 . SHEET METAL MOUNTING SURFACE. KIGPoZONTAL JAMBS DO NOT WffM ONE 1 { SCREWS. TRANSFER LOAD. / '.5/8• BOLT & NUT 4) 1 4•a3/4 $ELF TAPPING SCREWS PER END WAGE OR TWO 1/4' DIAL RI ES. OUTSDE KEYED KNAFNOLE END ENO 2' DNA SHORT STEM, 10 BALL STEEL ROLLER. 14 G GALA. STEEL END MNGE. EACH STILE FASTENED TO END INTER. JAMB CONFIGURATION MARK WESTERFIELD P.E. 'SWEET W/( 14z5/8• INSIDE WWOIE SOLE 1'BEPA^111aN Of -u.,gc BY OTHERS rtKw C-C FLORIDNORTH ARO NA 'S (a) IM/ET4•z3/{' SELF NORM CNiOUNA P.C.P.E 021812 nI11SI0F KFYFn 1(IN LOCK BAR TAPPING SCREWS' DES IN DESIGN LOADS: +24.0 PSF & -24.5 PSF OUTSIDE TRACK ON NOTE_2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS EACH SIDE SHALL BE THE REsroNSIMUTY OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF J• TAIL x 20 W GALA. STEELL U-BARS- END SIDE BOLTHANDLE OF DOOR. RECORD FORE BUUDNNG OR STRUCTURE AND W ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON O A 2TTOM S PATTERN (I.E. TWO N BARS SOLE LOCK ENGAGES THIS DRAWING. eeo�i WiN YAK < > PART NO.: - SE BOTTOM SECTION, ONE ARBAH ON NEXT INTO AEON SECTION ETC.. EACH U-BAR ATTACHED (RACK. ONE NOTICE WITH 1/4'z3 4" SELF TAPPING SCREWS LOCK ON CenFa.ngel/PropMary iKam.lion Vnlesa Slated OthaCalas 312 M14PJ1 A $life 1600 PER STILE LOCATION. EACH SIDE a CLOPAr BU.IXHG PROODCIS CO. TOLERANCES Rra DEAL C1nCinnGG 3- 45202 T.I. NI. 1-�13-J81-48W w w T.I. e..d aeP a.d. .0 t.03 Wr0m000ui I. No. 1-513-762-3519 I UDE-55LLQ BOLT nNO. WoiaN. I di.4WVl.d LOCK ovraN dNhwL R. Pder --L FaRun W .00 = t.015 DESCRIPTION: MODEL 6RST W4 16-0 X 8-0: 24/-24.5 DESIGN LOAD oe..V. W..wNKA _ rwt M .000 t.005 13 u rxv. STEEL eorr� BRACKET, r MRty Ner e.v a.e,ea .nd 0000 = t 001 DRAWN BY: BMM GATE: 4/18/00 SCALE: NTS DWG. ATTACHED WITH 2) /14.5 8' SHEET METAL SCREWS. b.wa rewYWq arMron. Z lJ1 oegreea = t 1/2' CHECKED BY: MWW Third AOgle Unleaa aOlherWl PrOjeCLion Slted DIKIENSIONS .OE IN OUxCHES. DWG. NO.: 102138 DATE: 4/18/0o SHEET I OF I REV. NO. i SIZE L DIV, 161 C `+ MODEL 61RST (25 GA STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) OPTIONAL LISTED OSB GLASS OR ACRYLIC UTES AVAILABLE I48" EE SECTION B-8) (1) INTERMEDIATE STILE ATTACHED W/ TOG-L-LOG (TOP & BO1� 20 GA. MIN. END STILES ATTACHED TO DOOR AND URETHANE ADHESIVE (ALONG CENTEfI) f SKIN WITH PATENTED TOG-L-LOC SYSTEM � A TOP, BOTTOM & CENTER). K Q o 'I REPORT#9606C p I 25 GA MIN. GALV/ LOCK POSITION (BOTH SIDES) STEEL KIN COATED WITH A BAKEDSON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT DES OF STEEL SKIN. MAX. DOOR WIDTH 9'0" —j f l4x5/8" SHEET METAL SCREWS " TALL x U-BAR (50 KSI) OOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH S10E OF DOOR. INSIDE SLIDE BOLT LOCK OPTION NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST Of (SS SECTIONS (NOT SHOWN). NO.1 ZONE: I DATE: ECi 1 A4 11/00 2' THICK 3" TALL U-BAR 20 GA GALV. STEEL d 3• f` �) T REVISIONS D: I DESCRIPTION QTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)�I D 13 GA GALV. STEEL FLAG BRACKET. 16 GA. CALV. STEEL TOP ROLtrn �' EACH EACH FASTENED TO WOOD JAMB WITH BR BRACKET ATTACHED W/(3) (3) 5/16"x1-5/8" WOOD LAG SCREWS. REWS " $MEET METAL. HQM DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS P LAP JOINTS. = AVAILABLE AS AN OPTION 14 .- GA. GALV. STm HINGE EACHFASTENED TO ENO FSTILESASTS D (TO ,uxs/e' oENO p W,(;HL- 2" GALV. STEEL TRACK, SHEET uEYAL SCREWS MIN. TRACK THICKNESS: .060"& (4) 1/4'.3/4' SELF""TAPPING SCRE S.. U w C 3' TALL x 20 GA. cxv. TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. sTEEi U-But. ONE U-BAR z_ (4) TRACK BRACKETS PER SIDE. PER SECTION. EACH U-BAR ATTACHED WITFI TWO t/4".3/4" SELF TAPPING W d SCRExs PEN STILE LOCATION. LHR TOP BRACKET HORIZONTAL TOROAUCBK FRONT FRAME COATING ON WITH U.V. OUTSIDE SURFACE DOUBLE TRACK O t3 cA CALV. STEEL t10TTou LOW HEADROOM OPTION O VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS) BRACKET. ATTACHED .80 1Wo n 1/4"x3/4" SELF 1/2"x3" LAG SCREWS ON 24` CENTERS. I" 0.0. MIN. /14.5/8 SHEET METAL SCREWS. 11 n TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB GLASS OR OPTIONAL 10 SCREW ALUMINUM EXTRUSION 14 NO HINGES18 GA. INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & VIxY1 WEATHERSTRIP. 1/8" ACRYLIC LITE WINDOW LITE SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION 8- YIEW-- VIEW C STOP MOULDING BY DOOR INSTALLER (TO SUIT 2x6 YELLOW PINE JAMB-, Ir20 GA MIN. GALV. STEEL END STILE 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET, 2" GALV. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TWO 1/4" DIA. RNETS. SECTION A -A (SIDE VIEW) #8x3/4" PAN HEAD SCREW TIC VERTICAL JAMB ATTACHMENT (C-�QjgLQ�C Qg MOLDED INSIDE (10 SCREWS PER LITE) ENO 2 000 QSI MIN CONCRETE COLUMN • STILE 3/8"x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER INTER. C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 11 4" TAPCON SCREWS ON 24" CENTERS (2,000 (-SNAP LATCH ENGAGES STILE 20 GA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, H O.D. MIN. WASHERS REQUIRED WITH NOT REQUIRED) ANCHORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REOUIREO) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 GA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W ((4) 1 j114x5/8" SHEET METAL SCR S. FASTENEA. D TO ENO STILES ROLLER HINGES P14x5/8" SHEET METAL SCREWS AND 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINCE. ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE on1-c OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION PREPARATION OF JAMBS BY OTHERS 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. UN... Stetd Oth.,.;.. � NorKt•: JAMB CONFIGURATION a aoPAr euxaNc ERooucrs x». TOLERANCES— SECTION C-C 1..-,e°'"•° ^='d^ °^° ,..y ,wt .0 a f .03 1NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS / ti prr _ L f� w .00 ±.015 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .000 i.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE �j/ J/5 . �'h T°r °A� 4vi'°9•• °Aa 0000 = t.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON NARK WESTER FIELD, P.E. j ' `/ w..- wl.y In-.xr.m. THIS DRAWING. FLORIDA P.E. /48495 i�i < <I? Third Angle Degrees t 1/7 NORTH CAROLINA P.E. #23832 l Projection OWENSIONS AREt IN INCHE 4 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DESIGN LOADS: +25.0 P.S.F. &--32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. amaau. au.uws xrlc mm w euc .« .1x • xA.em srx LOxeoal PART NO.: - Tl 7-7 A T 312 WdwA SL S.0 16M A 0001110ea ONUM fox No. 1-513-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: Nis DWG. CHECK D BY: MWW DATE: 4/18/00 SHEET I OF t SIZE B DWG. NO.: 102137 REV. NO. I 2 h%9.B AI I—i- I ^l Win,. xw a" , - _1 y FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 A Builder: DR HORTON Address: Permitting Office: City, State: �,�t7�D , 1=L a 3 Permit Number: Owner: D. ii2� . VPE1Ot3 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/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 (ft2) 2872 ft2 c. N/A _ 7. Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types _ a. $lab -fin -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0W _ c. N/A 14. Hot water systems 9. Mall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 622.0 112 d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 Total base points: 38807 ASS hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:St�� DATE: 03.02 t hereby certify that this building, as designed, is in % compliance with the Florida Energy Code. OWNER/AGENT: DATE: A 16i 10.5 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: yOki 'CBE ST4 ),, f,IrC0 wE ° EnergyGauge® (Version: FLRCSB v3.2) is FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear . N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 - Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR .TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 .4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 . Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 173.0(p) -31.8 -5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p -31.70 -5484.1 Raised 460.0 -3.43 -1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -7079.2 1 As -Built Total: 633.0 -4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details .,J ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier : Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 (1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRE52001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 - Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points. Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 173.0(p) -1.9 -328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p -2.40 -415.2 Raised 460.0 -0.20 -92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2872.0 -0.28 -804.2 2872.0 -0.28 -804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier = Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 (1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling- + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 18544 4898 10495 33937 MAM EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 -• Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier.:is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of topfloor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated; installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from ` conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHFR PRFSCRIPTIVF MFASIIRFS fmuet ho mat nr axr_nnrlarl by all racirlancoc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficienc of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings; mechanical equipment and plenum chambers,shall be mechanically attached, sealed; insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readil :accessible -manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 w ENERGY PERFORMANCE LEVEL (EPL) ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab-Qn-Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior -� b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0ft2 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft2 R=11.0, 785.0 ft2 _ b. N/A R=11.0, 622.0 ft2 _ _ c: Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ :.RB-Attic radiant barrier, MZ-C-Multizone: cooling, MZ-H-Multizone heating) I certify that this home .has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise,. a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ���-1.�?, Date: Address of New Home: ; C ��jS DAB t✓ �'_ Q W-t 7 City/FL Zip: �dt.1t I� i� , AFL 3 ,;Z- Cap: 60.0 kBtu/hr. SEER: 12.05 Cap: 60.0 kBtu/hr _ HSPF: 8.25 Cap: 50.0 gallons EF: 0.86 _ PT, c'iliE ST,A?�0� E. � a 1, ��� *NOTE: The home's estimated energy performance score is only available through the FL 41RES computer program. .� This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTMdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. i Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) For: DR HORTON Notes: u Des i `m nformaflion, t „ Weather: Orlando —AP, FL, US . Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) .Simplified Average 0 Heating Cooling 2872 2872 22976 22976 0.70 0.40 269 153 Heating Equipment Summary Make TRANE Trade Efficiency 8.4 HSPF Heating input Heating.output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh -I -Latent.Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh - Cooling`Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio BoWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % wrjghtsoft Right -Suite ResidenGalTm 5.0.64 RSR26015 2002-Feb-28 13:29:06 /CCA E:tFilesldrhortont287912879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 W x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 °F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 W x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 153 cfm = 4526 Btuh vrocedure u - equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible _ 3631.5 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 I Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr19htsoft Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a A sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a` a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 cl; vright50ft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ,4CCK E:\Files\drhorton\2879\2879REVD.rsr Page 1 BEDRM 4 a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 .5.0 47.4 15.0 1.9 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 wrights(:3ft Right -Suite ResidentialTM S.O.sa RSR26015 2002-Feb-28 13:29:06 {CCK E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUHL J: /m La- 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 fti heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft) Htg I CIg (ft) Htg Clg (ft) Htg Clg (ft2) Htg I Clg 5 Gross a 14B 4.6 2:1 1028 *'« «»» 284 "" `«' 0 .--» » 88 --»» «« Exposed b 12C 2.9 1.9 1000 ""' «" 64 «« `*** 0 **" *'« 0 walls and c 13C 3.2 1.2 552 *'« «" 144 "« «** 88 *«« **« 64 partitions d 0.0 0.0 0 "" '»" 0 "„ •"" 0 ••'• ••" 0 ••*' »,'• f 0.0 0.0 0 *».* ..,. 0 ..... ,.,, 0 .,., .*.. 0 .... ,.», 6 Windows and a 1C 37.0 264 9757 "" 71 2624 '«' 0 0 "" 0 0 glass doors b 8C 37.0 53 1959 '«' 0 0 «« 0 0 '«' 0 0 «'* Heating c 9C 38.7 0 0'«' 0 0 «" 0 0 "« 0 0 «" d 0.0 0 0 0 0 0 0 0 0'*"' e 0.0 0 0 "" 0 0 «" 0 0 "" 0 0 f 0.0 " 0 0 "" 0 0 "" 0 0'*« 0 0 7 Windows and North 27.6 9'*« 261 0 "'* 0 0 `«' 0 0 «« 0 glass doors NE/NW 51.4 88 " * 4525 48 `*« 2259 0 « 0 0 Cooling ENV 0.0 0'*** 0 0 *'*' 0 0 ""* 0 0 **"' 0 SE/SW 54.3 220 «" 11927 23 "« 1090 0 «" 0 0 "" 0 South 0.0 0 *'« 0 0`*'* 0 0"*' 0 0'«` 0 Horz 0.0 0 "" 0 0'"" 0 0 «"' 0 0 «« 0 8 Othcr doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9• Net a 148 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 ` Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 (Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 . 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 .Infiltration a 1 26.61 8.6 355 9454 3039 99 2424 779 18 '479 154 0 0 0 13 Subtotal loss=6+8..+11+12 «" 37246 *«' «**` 8592 "" `«' 1184 "« "" 856 '*'* Less external heating «" 0 *«- •"* 0 `«'" "« 0 "« «.. 0 Less transfer "•' 0 - "'• 0 •»,• «*-- 0 .»». .«* 0 *«» 14 Duct loss 10°/ 3725 «`* 10°/ 859 '*«* 10°/ 118 "" 10°/ 86 15 Total loss = 13+14 '«' 40970 '«` "" 9451 "*' "" .1302 "': '«' 942 16 Int. gains: People @ 300 5 "" 1500 0 "" 0 0 " ' 0 0 "« 0 Appl. @ 1200 2 "** 1800 0 "" 0 1 «« 600 0 "" 0 17 Subtot RSH gain=7+8,.+12+16 "*" "« 32337 "« "" 6052 "« `*** 1065 '*« «"' 256 Less external cooling "'* "' 0 "" `«* 0 «** "" 0 "" «"' 0 Less transfer «'* '«" 0 "" «« 0 '**` -»"' 0 "" `«' 0 18 Duct gain 10°/ "« 3234 10°/ "`* 605 10°/ «" 107 10°/ "*' 26 19 Total RSH gain=(17+18)'PLF 1.00 *«** 35571 1.00_ "" 6657 1.00 «*' 1172 1.00 "`* 282 20 Air required (cfm) «" 0 1933 **** 0 362 "" 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtSoFC Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 /4r--C4', E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUHL J: t1n La. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 ft 11.0 it 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 It 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg I Clg (ft') Htg I Clg (W) Htg I Clg (ft') Htg I Clg 5 Gross a 14B 4.6 2.1 80 ***` «« 88 "" "' 104 ' "" 0 Exposed b 12C 2.9 1.9 0 ",• "" 0 „" „" 0 '•" '••• 0 •«` '•*• walls and c 13C 3.2 1.2 0 "" "" 0 "*' •••' 0 «"" •**` 0 **** ***• partitions d 0.0 0.0 0 .*.. .... 0 .'.' .... 0 .... :... 0 :... ..,* e 0.0 0.0 0 .... .,.. 0 ,.,. *,., 0 ,.,. ,... 0 6 Windows and a 1C 37.0 « 16 591 «" 16 591 "« 16 591 «'* 0 0 '«• glass doors b 8C 37.0 " 0 0 «" 0 0 «« 0 0 "" 0 0 Heating c 9C 38.7 0 0`«` 0 0 «" 0 0 "" 0 0 d 0.0 0 0 "" 0 0 «" 0 0 "" 0 0 *`« f0.0 0 0 "" 0 0 "" 0 0 "« 0 0 «" 7 Windows and North 27.6 0 «« 0 0 ""` 0 0 "" 0 0 "'* 0 glass doors NE/NW 51.4 0 «« 0 0 «" 0 0 *«` 0 0 "" 0 Cooling ENV 0.0 0 «" 0 0 "" 0 0 «« 0 0 «« 0 SE/SW 54.3 16 "" 758 16 "" 758 16 «" 758 0 "'* 0 South 0.0 0 «« 0 0'«* 0 0'«' 0 0 «'* 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 :0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 (Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 .0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 infiltration a 26.61 8.6 16 4261 137 16 426 137 16 426 `137 0 0 0 13 Subtotal loss=6+8..+11+12 "" 1444 «*' ``*' 1494 *'*' "" 1594 "** «" 0 «« Less external heating "" 0 "« «*` 0 «*' "" 0 "'* "« 0 »« Less transfer "*`• 0 •"` «« 0 **" "" 00 14 Duct loss 10 °/ 144 '•" 10 °/ 149 «« 10°/ 159 «:` 10 °/ 0 15 Total loss = 13+14 «" 1588 «'• - 1643 «« «" 1753 '«` - 0 16 Int. gains: People @ 300 0 "" 0 0 - 0 1 «« 300 0 "" 0 Appl. @ 1200 0 •*« 0 0 ,••• 0 0 •••• 0 0 •••• 0 17 Subtot RSH gain=7+8..+12+16 `«' '*« 1027 «`• «« 1044 "" «`: 1377 •'« '«' 0 Less extemal cooling "" «" 0 '«' "" 0 «« ,*„ 0 «" «« 0 Less transfer *`*` «« 0 "'* `«` 0 *`*` «" 0 «" «« 0 18 Duct gain 10°/ «'• 103 10% «" 104 10°/ "" 138 10% «*` 0 19 Total RSH gain=(17+18)*PLF 1.00 «« 1130 1.00' «« 1148 1.00 «*` 1514 1.00 "'* 0 20 Air required (cfm) *'** 0 61 **** 0 62 **** 0 82 «*` 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. -` wr�gt�tsoft Right -Suite ResidenbalTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 i4C -N E:1Filestdrhortont2879t2879REVD.rsr Page 2 RIGHT-J WORKSHEET 6 : Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th Ed. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft Iheat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg I Clg (ft2) Htg I Clg (W) Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 288 "*' "" 96 "" '*"' 0 "" ""` 0 Exposed b 12C 2.9 1.9 64 *'•• •«.« 0 .«.. ««"« 96 •••, • •, 0 •••• , •• Walls and c 13C 3.2 1.2 0 0 "•* "•' 128 "" "*' 88 "" "'• partitions d 0.0 0.0 0 ""' "`• 0 **** «..« 0 ...« «««• 0 e 0.0 0.0 0 "'" '*'" 0 "" "*' 0 "" "" 0 6 Windows and a 1C 37.0 0 0 "" 10 370 *'*' 15 554 - 0 0 "'• glass doors b 8C 37.0 `• 53 1959 "'• 0 0 ' 0 0 - 0 0 Heating c 9C 38.7 0 0'*" 0 0 "'* 0 0- 0 0 d 0.0 0 0 "" 0 ' 0 "•' 0 0- 0 0 •"' f 0.0 0 0 •"' 0 0 "" 0 0 "'* 0 0 7 Windows and North 27.6 0 "" 0 0 *"' 0 0 """ 0 0 •'"' 0 glass doors NE/NW 51.4 0 **" 0 10 "" 394 0 "" 0 0 "" 0 Cooling ENV 0.0 0 "" 0 0 ""` 0 0 "'" 0 0 "*' 0 SE/SW 54.3 53 "*' 2512 0 "" 0 15 "" 711 0 "" 0 South 0.0 0 "" 0 0 "" 0 0 "" 0 0 •"' 0 Horz 0.0 0 "" 0 0 "** 0 0' *' 0 0 •'*" 0 8 :Othgrdoors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 .81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 D 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 (Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 1 8.6 53 14111 454 .101266 "86 15 399 1281 0 01 0 13 Subtotal loss=6+8. +11+12 - 5658 "" •'•• 1536 '*" ••'• 1916 '*" '*'• 520 Less external heating - 0 "" `••' 0 `•" "*• 0 "" *"' 0 Less transfer •*•' 0 ""' "" 0 "'• "'*' 0 "•' *'*` 0 14 Duct loss 10 % 566 "** 10 °/ 154 "" 10% 192 "`* 10* 52 `*" 15 Total loss = 13+14 "" 6223 "" '*" 1689 "" "`: 2108 "` *"' 572 16 Int. gains: People @ 300 4 ""' 1200 0 «««« 0 0 •"' 0 0 "" 0 .. Appl. @ 1200 0 «„' 0 1 "•'• 1200 0 «««. 0 0 "'«' 0 17 Subtot RSH gain=7+8..+12+16 *•*' •*'* 5493 **'• '**• 2311 "" "" 1574 "" "" 421 Less external cooling " • "" 0 *"' "" 0 "" "" 0 "*' "" 0 Less transfer "" "" 0 *"` "" 0 "" •"' 0 '*'* "* 0 18 Duct gain 10°/ "" 549 10°/ "" 231 10°/ `*" 157 10°/ 42 19 Total RSH gain=(17+18)*PLF 1.00 ""` 6043 1.00 2542 1.00 '" ' 1731 1.00 `*" 463 20 Air required (cfm) - 0 328 - 0 138 *'*` 0 94 *'*' 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 /CC�', E:\Files\drhorton\2879\2879REVD.rsr Page 3 RIGHT-J WORKSHEET 6 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: (tn La. - 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 j4MANUAL 2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg (W) Htg CIg (ft) Htg Clg (ft') Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 •"" "" 0 "'• "" 0 "" "'• •` •"' Exposed b 12C 2.9 1.9 432 '•*` "" 120 "" ••" 224 walls and c 13C 3.2 1.2 40 "" "•' 0 0 ,«,« .«.« ,..• .«.« partitions d 0.0 0.0 0 "" • "' 0 `•" '• ` 0 "`• '•'" "" "" e 0.0 0.0 0 ».« «,«, 0 .«.. . ,, 0 f0.0 0.0 0 *,*, .,.* 0 .,,. ,,,. 0 6 Windows and a 1C 37.0 " 90 3326 •"• 15 554 " ' 15 554 glass doors b 8C 37.0 " 0 0 "•' 0 0 ' 0 0 Heating c 9C 38.7 " 0 0 "" 0 0 "" 0 0 d0.0 ,. 0 0 ,,,, 0 0 .«,« 0 0 f 0.0 "' 0 0 0 0'*" 0 0 7 Windows and North 27.6 8 ~`" 222 2 "" 39 0 0 glass doors NE/NW 51.4 W •`" 1872 0 "" 0 0 "" 0 '•" Cooling ENV 0.0 0 "" 0 0 '"' 0 0 '"* 0 '• . SE/SW 54.3 52 "" 4006 13 `"• 621 15 '•" 711 "** South 0.0 0 "" 0 0 "'• 0 0 "" 0 Horz 0.0 0 *"` 0 0 0 0 `•`~ 0 •'*' 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9* Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 (Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c .19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 :0 0 -0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 .0 12 Infiltration a 26.6 8.6 90 2397 770 15 399 128 15 399. "1128 .13 Subtotal loss=6+8..+11+12 "" 9062 "" `•'* 1511 "*` "" 1881 "" "" '•" Less external heating "•' 0 '•" "" 0 "" "" 0 "" "*• ••*• Less transfer "" 0 `•" "*' 0 `"' "•' 0 `•`• • •*" 14 Duct loss 10°/ 906 '"* 10% 151 "" 10°/ 188 "`: °/ `"' 15 Total loss 13+14 "" 9968 "" "" 1662 "" "" 2070 16 Int. gains: People @ 300 0 "*' 0 0 `•" 0 0 "" 0 Appl. @ 1200 0 •'«' 0 0 "" 0 0 •'«« 0 .«.« 17 Subtot RSH gain=7+8..+12+16 "" `"~ 8718 '"' "" 1326 `•" "" 1673 Less external cooling "'* "" 0 "" "" 0 "" '"` 0 Less transfer "„ «„` 0 "„ "" 0 `"' "" 0 18 Duct gain 10°/ "" 872 10°/ :"' 133 10°/ "" 167 19 Total RSH gain=(17+18)*PLF 1.00 :": 9590 1.00 "" 1459 1.00 "" 1840 20 Air required (cfm) "" 0 L 521 **** 0 79 "" 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoiFt Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 .4CCA E:tFilestdrhorton12879t2879REVD.rsr Page 4 3' both duct to roof Cap \ /fan l2x6 if 'CCP w � 1 �r 170 T... ` • �I 145 — 91 ■lPxIP 4,cd 270 ® L• • ■ 270 , t LIV L -- Must have a ninhun clearance of a Inches around the alr handler per the State Energy code. All duct has an r-6 Insutatlon value. \ 3' bath duct motto roof cap /fon 3' both duct cnp roof z 0 to }_ m ./ fan > UJ LLJ Ql 42X42 A/C SLAB o BY BLDR MIN 2' FROM WALL :1-A].. fit' dryer duct to roof cop Rating o N m W > Z 0 J Q F- Ca Q J O :5 Q m0--j n0a MiTek' February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4421.339 thru I4421.366. Total : 28 drawings. Job :DR2879D& t X Builder D.R. HORTON Location :BAKERS CROSSING, LOT County :SEMINOLE I S Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. 41*� , February 17, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. e' TRUSS INDEX OF JOB DR2879D Trusses included=28 0,"\DR2879D\a.tre" 1,"\DR2879D\a 11.tre" 2,"\DR2879D\a7.tre" 3,"\DR2879D\a9.tre" 4, "\DR2879D\aga b. tre" 5,"\DR2879D\b1.tre" 6, "\DR2879D\bga b. tre" 7, "\DR2879D\bgab2. tre" 8,"\DR2879D\c.tre" 9,"\DR2879D\cga b. tre" 10,"\DR2879D\d.tre" 11,"\DR2879D\dgab.tre" 12, "\DR2879D\dgab2. tre" 13,"\DR2879D\e.tre" 14, "\DR2879D\e 1. tre" 15,"\DR2879D\f 19. tre" 16, "\DR2879D\f22. tre" 17, "\DR2879D\f22a.tre" 18, "\DR2879D\f23.tre" 19, "\DR2879D\fg. tre" 20,"\DR2879D\jtre" 21,'1DR2879D\k.tre" 22,"\DR2879D\k 1. tre" 23,"\DR2879D\I.tre" 24, "\DR2879D\11. tre" 25,"\DR2879D\m.tre" 26,"\DR2879D\m 1.tre" 27,"\DR2879D\s.tre" 1 4421339 1 4421340 1 4421341 1 4421342 1 4421343 1 4421344 1 4421345 1 4421346 14421347 14421348 1 4421349 1 4421350 14421351 14421352 1 4421353 1 4421354 1 4421355 1 4421356 14421357 1 4421358 1 4421359 14421360 14421361 1 4421362 14421363 14421364 1 4421365 1 4421366 1 4421367 No. 4.5161 �O AX 0': STATE OF�.A = � 27, 2003 A WARNING - Verify design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility at the erector. Additional permanent br'acing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. Symbols Cb®Is Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -14 to-1 ��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. '�B Ye J2 J3 J4 owner and all other interested parties- —' TOP CHORDS 2, Cut members to bear tightly against each ca c3 other. O WEBS , J5 Cr3. Place plates on each face of truss at each * For 4 x 2 orientation, locate oz ,; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0 O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces p at /4 length(+ 6" from panel adjacent joint.) BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of — required direction of slots in J� J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/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. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dim-ension 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 erection and installation of trusses, n © 1993 Mitek Holdings, Inc. FORM018,019 -G -L ® HYDRO,A/R ® , r Job Truss Truss Type Qty Ply HORTON 14421339 DR2879D A ROOFTRUSS 19 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 -1-0-0 6-0-12 11-7-0 17-1-4 23-2-0 1-0-0 6-0-12 5-6-4 5-6-4 6-0-12 Scale = 1:39.6 . 44 = 4 6.00 12 2x4 \\ 2x4 3 5 6 2 �1 l0 3x4 = 6 3x4 = 30 = 5x6 = 7-10-13 15-3-3 23-2-0 7-10-13 74-5 7-10-13 Plate Offsets X,Y : 7:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10'0 Code FBC2001 1 st LC LL Min I/deFl = 480 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2= 1 97(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 34=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 3 +� LOADCASE(S) Standard - FI ". 4 t : No. 45161 STATE OF A • Qn�aL AWARMNG - Ve ft design par+ameten and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss — - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent biking 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, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required *01 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca Q WEBS J5 Cl o_ o Ir a U O � a C8 C7 G6 F- BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 101*1ZIZ1:1*3197:saW111*0107117:111_la]ft•171IM BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP G""'G-ALAI` ® HYOROA/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421340 DR2879D A11 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 -1-0-0 5-9-4 11-0-0 12-2-0 17-4-12 23-2-0 1-0-0 5-9-4 5-2-12 1-2-0 5-2.12 5-9-4 Scale = 1:40.1 4x6 = 44 = 4 5 6.00 F12 3x4 i 3x4 3 6 7 2 la . 3x6 _ 11 10 9 e 3x6 = 2x4 11 3x4 = 54 = 2x4 11 5-94 11-0-0 12-2-0 17-4-12 23-2-0 5-94 5-2-12 1-2-0 5-2-12 5-9-4 Plate Offsets X,Y : 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 40.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz 2= 1 89(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4)- FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11=1624, 10-11=1624, 9-10=1124, 8-9=1638, 7-8=1638 WEBS 3-11=132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others}of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !� i [31'3� f� LOAD CASE(S) Standard .• ' ".L-7..r� • No.45161 A : STATE 4F OR ��QNA1. ®WARNINO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - ---- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the elector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult GST-88 Quality Standard, DSB-89 Bracing SpecHlcation, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss Hate Institute, 583 D'Onof to Drive, Madison, WI 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property >>�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 other, o WEBSbJ5 3, Place plates on each face of truss at each *o For 4 x 2 orientation, locate0 ; Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of o d at joint locations, truss and vertical web. a o 4, Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from CA C7 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/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, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with_ which bearings (supports) occur. stacks of construction materials. ® 14, Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer, , ® 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL ® © 1993 Mitek Holdings, Inc. {' CLIP FORM018,019 GANG -NAIL ® HYORC-AW Job Truss Truss Type Oty Ply HORTON 14421341 DR2879D A7 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 -1-" 3-9-4 7-" 1 11-7-0 16-2-0 19-4-12 23-2-0 1-0-0 3-94 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 Scale = 1:40.0 5x8 = 3.6 II 5x8 = 4 5 6 6.00 12 2x4 3 >7:� 8 2 FIE Ig 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7-0-0 11-7-0 16-2-0 23-2-0 7-0-0 4-7-0 4-7-0 7-0-0 Plate Offsets X,Y : 2:0-8-0,0- 6 , 4:0-1-12,0-2-12 , 6:0-1-12,0-2-12 ; 8:0-8-0,0-0 6 , 10:0-4-0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.25 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL 1.0.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-1-6 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=2140/04-0, 2=2231/0-4-0 Max Horz 2= 1 35(load case 4) Max Uplift8=-1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4117, 3-4=-3944, 4-5=-4197, 5-6=-4197, 6-7=-3944, 7-8=-4117 BOT CHORD 2-11=3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3-11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others}of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. iC i]� r 5) Girder carries hip end with 7-0-0 end setback !p G C3Ll�C/,l�� 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.01b up at 16-2-0, and 603.21b down _� .•.."••••.� F,�q and 528.01b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. ' = `Q�I l 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j� '•:3 �(fi•'e iF • Y LOAD CASE(S) Standard * ��a. �J1�1 •� 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 , Uniform Loads (plo y� Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11=41.7, 8-9=-20.0 •�:. .�� Q� Concentrated Loads (lb) 'l•V� Vert: 11 =-603.2 9=-603.2 '. ` QNA�. ®WARNING - Ver{ fy design parameters and READ NOTES oN Tins AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be 999EM so Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the Im 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 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolilo Drive, Madison, W 153719. Symbols Numbering Systems AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 * 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.. /a„ a TOP CHORDS 2. Cut members to bear tightly against each ca other. o WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate oz ; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices /4 length(+ 6" from C7 C at panel adjacent joint.) BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 JB J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to slots. Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or 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, ® M1 14, Do not cut or alter truss member or plate without prior approval of a professional . MiTek® engineer. , ® 15, Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL ® HYDRO -MR ®.. . _ Job Truss Truss Type Qty Ply HORTON 14421342 DR2879D A9 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Man Jan 27 15:40:22 2003 Page 1 1 -1-0-0 1 4-9-4 9-M 14-2-0 18-4-12 23-2-0 1-M 4-9-4 4-2-12 5-2-0 4-2-12 4-9-4 Scale = 1:40.1 4A — 4x6 = 4 5 6.00 12 x4 2 2x4 i 3 6 d <-- 7 2 �, Ig 3.6 = 9 6 3x6 = 3x4 = 5.6 = 9-0-0 14-2-0 23-2-0 9-0-0 5-2-0 9-0-0 Plate Offsets X,Y : 8:0-3-0,0-3-0 - LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 . TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL 110.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz2=163(load case 4) Max Uplift7=-570(load case 5), 2=-670(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS 3-9=-341, 4-9=299, 5-8=310, 6-8=-360 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1E [3 f� LOAD CASE(S) Standard ••'..........I � � P • • .•fit. r�•. e * . No, 4.5161 • STATE of QNAf.�+� WARNING - VerM design pamsneters and READ NOTES ON THIS AND REVERSE SME BEFORE USE. —� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - ---- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-ee Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolilo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dim-ension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 l� i .,� •i J2 J3 J4 TOP CHORDS ca ca J5 CrWEBS _ ocr o O a is v O � a c6 C7 c6 F- BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N _ems L MiTeke TM nNE ® HY®RO,A/R. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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 Truss Truss Type Oty Ply HORTON 14421343 DR2879D AGAB ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 -1-0-0 6-0-12 11-7-0 17-1-4 23-2-0 i-0-0 6-0-12 5-6-4 5-6-4 6-0-12 Scale = 1:39.6 46 = 4 6.00 12 3 6 6 2 1 Cl 0 3x4 = 8 7 3x4 = 3x4 = Sx6 = 7-10-13 15-3-3 23-2-0 7-10-13 7-4-5 7-10-13 Plate Offsets X,Y : 4:0-2-0,0- 8 , 7:0-3-0,0-3-0, 22:0-0-0,0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 40.0 Code FBC2001 1 st LC LL Min I/deFl = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2X4SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz2=197(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 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. it D� f� 5) Gable studs spaced at 2-M oc. !� 13 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. .• . . , 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint +� q +. 7/tl� ••�`Qti 2. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. * ' No, 4 5161 LOAD CASE(S) Standard • • STATE QF •: r.: ®WARMNO - Ve ft design pammeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is 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 CST-88 Quality Standard, DSB-89 Bracing Speclflcation, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI $3719. Symbols Numbering system AGeneral safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �a securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz c� other. o 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate O Q ;o XbJ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a Mtruss at joint locations. and vertical web. o a 4. Unless otherwise noted, locate chord splices /4 length(+ 6" from ��o at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of _ required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/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 M iTek° engineer. , ® 15. Care should be exercised in handling, r' TM erection and installation of trusses, - ��® PANEL © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL H I DRO A�R,O i Job Truss Truss Type Qty Ply HORTON 14421344 DR2879D B1 MONO SCISSOR 25 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Pagel i-1-0-0 5-9-12 11-2-2 16-10-0 1-0-0 5-9-12 54-6 5-7-14 - Scale = 1:49.3 3x4 = 6 Sx8 S I7 6.00 FIT 2x4 II 4 SA 6 4 3 7 2x4 It 8 3x8 3.00 12 er1 Sx6 ; <} IA= - i 5-9-12 11-2-2 16-10-0 16-11-12 - 5-9-12 54-6 5-7-14 0-1-12 Plate Offsets X,Y : 3:0-3-0,0-3-0, 5:0-3-3,Ed e , 5:0-2-15,0-1-12 , 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or'5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (Ib/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. � it �� 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0:500in. ! U� 6) Truss Engineer: Junaidie Budi man, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .•"'•"• '. LOAD CASE(S) Standard i, •�J� f CL` lY * No. 4.5161 ., STATE DE ®WARNING - Veri)fy design parameters and READ NOTES ONTUM AND REVERSE SIDE BEFORE USE. ®®® Design valid for use only with IVIII connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erectlon and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek M Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. - -I Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of.truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at t>w which bearings (supports) occur, FORM018,019 0 Cr 0 U 0- 0 J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-,N, 910080-N 0 Cr 0 U IL 0 MITeke K: TM �O,® PANEL CLIP GANG -NAIL ® MY®/?®IUR ®� Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421345 DR2879D BGAB MONO SCISSOR 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1 -1-0-0 5-9-12 11-2-2 16-10-0 1-M 5-9-12 5-4-6 5-7-14 Scale = 1:49.3 3x4 = 6 5x8 i 5 I 2x4 11 s.00 12 2x4 II 2x4 II 2x4 I I 4 2x4 II x II x II ex6 2x4 11 3 7 x4 If 2x4 II 2x4 II x II 2x4 2x4 II a 3x8 20 II 20 II 3.00 F,2 2 2x4 II 5x6 ; 1 3x4 5-9-12 11-2-2 16-10-0 i6-11-10 5-9-12 5-4-6 5-7-14 0-1-10 Plate Offsets X,Y : 3:0-3-0,0-3-0, 5:0-3-3,Ed e , 5:0-2-12,0-1-13 , 9:0-3-0,0-3-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 1.0.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Raw at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) 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" 3) Gable studs spaced at 2-M oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify l�C i�� f� capacity of bearing surface. iG 13 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 Ib uplift at joint � .�'�.��• F 2. +�P,S (/ �4j�• •' 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. ; �3 (�•'e 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. [ �% 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. *E No. Q S 1 f!# LOAD CASE(S) Standard STATE OF �aniaL ®WARNING - VerM design parameters and READ NOTES ON THM AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent 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 CST-88 Quality Standard, DSB-89 Bracing SpecHlcotlon, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401�1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. J2 J3 J4 TOP CHORDS c2 c� er WEBS JS o _ o V cr 0 a 1�ti u V O a ce c' u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek OO PANEL TM "'�� CLJilIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 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. FORM018,019 Job Truss Truss Type Qty Ply HORTON 14421346 R2879D BGAB2 ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 -1i —0-0i 5-10-8 11-2-8 16-10-0 1-0-0 5-10-8 5-4-0 5-7-8 2x4 11 Scale: 1/4-=1' 11 2x4 II 10 2x4 11 6.0o 12 3x4 i 9 8 2x4 II 7 2x4 Q 2x4 x4 II 21 ' 2x4 11 6 5 56 4 x6 II 24 20 3 x II 3 2x4 11 x l l 2 1 3x4 — 19 18 17 16 15 14 13 12 2x4 II 2x4 II 2x4 II 3x4 = 2x4 II 2x4 II 5.6 = 34 = 8-6-8 16-10-0 8-6-8 8-3-8 Plate Offsets X,Y : 3:0-3-0,0-3-0, 13:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL). 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 12 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4.SYP No.3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS (lb/size) 12=764/0-1-8, 2=877/0-8-0 Max Horz2=708(load case 4) Max Upliftl2=-664(load case 4), 2=-442(load case 4} FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111. 9-10=-38, 10-11=41, 11-12=-124 BOT CHORD 2-19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24=-383, 16-24=-417, 16-23=354, 22-23=424, 8-22=542, 8-21=-736, 20-21=-722, 12-20=-737, 10-20=-94, 13-20=-72, 9-21=27, 14-21=7, 15-22=129, 7-23=-75, 6-24=6, 17-24=53, 4-18=90, 3-19=-56 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5,Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint 2. it f7� 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.-\� 1•.7 , LOAD CASE(S) Standard • ,Ir t . No. 4.5161 STATE°•STATE OF � V NAL ,&WARNING - Ve ft design parameters and READ NOTES ON TB78 AND REVERSE SIDE BEFORE USE. --@ Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss so 1 designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslbility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 593 D'Onofflo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates /8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 0 WEBS 0cr IJ5cc 0U � a C BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE 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. MiTek° TM PANEL CLIP FORM018,019 GANG -NAIL ® MYORO,aaRO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. ob Truss Truss Type Qty Ply HORTON 14421347 R2879D C ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD; FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 -1-0-0 5-24 9-10-0 14-5-12 _ 19-8-0 20-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-24 1-M Scale = 1.35.1 4x6 4 6.00 12 2x4 2x4 i 5 3 6 2 Io 8 3x4 = 5x8 = 3x4 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets X,Y : 8:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft ` PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 88 (b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or5-4-2 oc pur fins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2X4SYP No.3 REACTIONS (lb/size) 2=1000/0-4-0, 6=1000/0-4-0 Max Horz2=161(load case 4) Max Uplift2=-605(load case 4), 6=-605(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8=1204, 6-8=1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 6. Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard E 13 No, 4.51E1 � ,k 4 STATE OF � f 4 •`� rni two ®WARNING - Veft design parameters and READ NOTES ON TMS 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 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 responslbility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Welke Installlnq and Bracing RocommendaWn available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS a c� WEBS NJ5Cr occ O OU � a c8 v cv O0 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 M[Tek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401�1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MliTek° 'PANEL TM CLIP FORM018,019 HYDRO -Al R® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication; 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421348 R2879D CGAB ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 1 -1-0-0 1 5-2-4 9-10-0 14-5-12 19-M 20-8-0 1-0-0 - 5-2-4 4-7-12 4-7-12 5-2-4 1-M Scale = 135.1 44 = 4 2x4 - 2x4 II 6.00 12 2x4 2x4 i 5 2x4 II 3 2x4 II 2x4 11 A 0 x4 II 2x4 II x6 x6 6 2 Io 2x4 II 2.4 11 2.4 II 2x4 II 6 2x4 Il 2x4 II 2x4 11 2x4. 11 3x4 = 5x8 = 3x4 = 9-10-0 19-8-0 - 9-10-0 9-10-0 Plate Offsets (X,Y): [8:0-4-0,0-3-0], [18:0-0-0,0-0-0], [19:0-0-0,0-0-0], [20:0-0-0,0-0-0], [21:0-0-0,0-0-0], [22:0-0-0,0-0-0], [23:0-0-0,0-0-0], [24:0-0-0,0-0-0], [25:0-0-0,0-0>0], [26:0-0-0 LOADING (psf) '' SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.48 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL .0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-2-13 oc pudins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0-4-0, 6=997/0-1-8 Max Horz 2=161(load case 4) Max Uplift2=-607(load case 4), 6=-600(load case 5) FORCES (lb) - First. Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383, 6-7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3-8=-360, 4-8=540, 5-8=-378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. ` 3) 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. i TSB f 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. _� .•.. "'•.•., 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 2 and 600 lb uplift at joint ' i F,� •, "7 6. �� • �J (�`% 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r. �+ } No. 4.5161 LOAD CASE(S) Standard ' �NA1. &WARNING - VerW design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design void for use only with MiTek connectors. This design Is based only i iq Y slq y upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the i 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 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 I Handling Instollinq and Bracing Recommondallon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek° L_ Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. 0 Cl 0 U a O J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 0 0 U a O PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek° PANEL TM 01® CLIP CLIP - • - c,�an,�-r�,a,� OO %1/Y®%a®v�,R®, Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each 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. L Job Truss Truss Type Qty Ply HORTON 14421349 DR2879D D SCISSORS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 -1-0-0 3-10-11 7-4-0 10-9-5 14-3-0 1-0-0 3-10-11 3-5-5 3-5-5 3-5-11 Scale = 1:25.7 4x6 = 4 6.00 12 2x4 = 2x4 = 3 5 7 Sxe = 6 2 I� 3.o0 F12 3x4 - 3x6 // 5, zz 7-4-0 14-3-0 7-4-0 6-11-0 Plate Offsets X,Y : 6:0-0-8,Ed e , 6:0-3-3,0-9-6 . LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Hor-z(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=638/0-8-0, 2=742/0-" Max Horz 2=141(load case 4) Max Uplift6=-353(load case 5), 2=-467(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 4-5=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure.B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing atjoint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. it pp 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 467 lb uplift at joint �!� 1 t7 2. '`...........'�/ 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. ' L� 4 ►+fj/ 6) Truss Engineer: Junaidie Budiman, PE##45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j %w�3 r(`_ . v LOAD CASES) Standard * :w No, 4 5161 w� Y w; Q STATE OF AWARNINO - VerVy design parameters and READ NOTES ON TJM AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applkablllty 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 bNcdng of the overall structure Is the responsibility of the bulling designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Installdna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wd 53719. Symbols Numbering System &Geneml Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint urljess 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 �B securely seat. J2 J3 J4 owner and all other interested parties,. �e TOP CHORDS 2. Cut members to bear tightly against each � c2 other. WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate ,� ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c� o _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at �14 length(+ 6" from �� 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-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, PANEL OITM erection and installation of trusses. _ ©1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAR, Job Truss Truss Type Qty Ply HORTON 14421350 DR2879D DGAB ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 -1-0-0 7-4-0 14-8-0 1-M 7-4-0 7-4-0 - Scale = 1:25.6 44 = 3 - 2x4 II 2x4 II 6.00 F12 2x4 II 2x4 II 4 2 �y 1 2x4 11 2x4 II 5 2x4 11 2x4 11 3x4 = 2x4 11 3x4 = 7-4-0 - 14-8-0 7-4-0 7-4-0 Plate Offsets X,Y : 10:0-M,0-0-0 , 11:0-0-0,0-0-0 , 12:0-0-0,0-0-0 , 13:0-0-0,0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Prates Increase 1.33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL JO.0 Code FBC2001 1st LC LL Min 1/defl = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/0-1-8, 2=774/0-8-0 Max Horz2=141(load case 4) Max Uplift4=-377(load case 5), 2=-482(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5=646, 4-5=646 WEBS 3-5=143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) 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. it `+ 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. !Q sjil4 6) rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 4 and 482 Ib uplift at joint � � 2. ��. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. �` .: LOAD CASE(S) Standard '� :• Pl0.45161 'y 4 0 : STATE OF J� toma,�'�'� L AWMNINO - VerW design parameter: and READ NOTES ON THIS AND REVERSE SIDE REFORE USE. Design valid tot use only with MiTek connectors. Thls design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss deslgnet. Bracing shown is for lateral support of individual web members only. Aadrnonol temporary bracing to Insure stability dunno construction It the INDOn 111tV Of the 619tibl. Addltl8nal aA1111r911Af1t 61)118U0 8f thA 801all 111UMU16 a Ike iespons 1111V of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, election and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Spectflcatlon, and HIS-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint,unless dimensions indicate otherwise. Dimensions are in inches: Apply plates to both sides of. truss and securely seat. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 Cr OCr _ o O a 1y u O r- 0- 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM.LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM GANG -NAIL 0 HI D O-A1R 0 , ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 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 Truss Truss Type Qty Ply HORTON 14421351 R2879D DGAB2 MONO VAULT 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:27 2003 Page 1 i -1-" 14-8-0 1-0-0 14-8-0 - - 2x4 Scale = 142.2 4 6.00 12 2x4 II 2x4 II 2x4 II 5x6 i 2x4 II 3 20 II I I I I 2.411 6 2x4 II m _ 2 2x4 11 Sx6 2x4 II 1 3x4 3.00 12 5 3x4 7-6-0 14-8-0 7-6-0 7-2-0 Plate Offsets X,Y : 3:0-2-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc)- I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL). 0.11 6. >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0,08 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5, 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=763/0-1-8, 5=680/0-1-8 Max Horz 2=621 (load case 4) Max Uplift2=-376(load case 4), 5=-594(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-6=1208, 5-6=1180 WEBS 3-6=724, 3-5=-1311 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) 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" 3) Gable studs spaced at 2-M oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify it capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5.\ .• """ . "�l! 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 594 Ib uplift at joint 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. * NQ, LOAD CASE(S) Standard DY STATE aF r ANAL ®WARNING - Ver-W design parameters and READ NOTES ON TB7S AND RE VERSE 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 vedlcolty. 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 braking of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-B8 Quality Standard, DSO.89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI53719. r ''-- Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ye" '/8" *For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 ca QNWEBS JS o _ o V V ¢O d s u V O � a ce c cb r0 BOTTOM CHORDS J1 J8 IJ7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® �® TM PANEL CLIP GANG -NAIL ® HY®RO,AORO , General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 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 Truss Truss Type Oty Ply HORTON 14421352 R2879D E ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 1-0-0 I 4-2-0 8-4-0 9-4-0 1-0-0 4-2-0 4-2-0 I-M Scale = 1:17.0 44 = 3 6. DO rl2 4 2 2x4 11 6 2x4 = 2x4 = 4-2-0 8-4-0 4-2-0 4-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 33 lb LUMBER ' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X4 SYP No.3 REACTIONS (lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz 2=-86(load case 5) Max Uplift2=-309(load case 4), 4=-309(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-372, 3-4=-372, 4-5=17 BOT CHORD 2-6=326, 4-6=326 WEBS 3-6=77 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 3O9 lb uplift at joint 4. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B�� t - No-45161 C STATE -" �:ko� �3i llf�Or V �►rjnnjw��� A WARNING - Vi Vy J.Aq- pa.an.st. —d READ NOTGS ONYMM AND RGYP.RSG SIDE Djuralm USG. ®® Poo Yam 101 use onoir W11h Mliek connoolott. Thk dell M h bawd MY UMR paiafneleis shown, and 6 for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommondalion available from Truss Plate Institute, 583 Vonotrio Drive, Madison, WI53719. Symbols Numbering System ®General 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, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 a:3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; : ; Q '' joint and embed fully. Avoid knots and wane plates I/a" from outside edge of V o_ a Vy u at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces p I/4 length(+ 6" from at panel adjacent joint.) �� C, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of - required direction of slots in Ji 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-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General P Y 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 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, erection 1993 Mitek Holdings, Inc. CLIP FORM018,019 ' �'O''"�- � ® OfY®ROA/R I L Job Truss Truss Type Qty Ply HORTON 14421353 R2879D E1 ROOF TRUSS 1 1 - (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 r -1-0-0 4-2-0 7-0-0 1-0-0 4-2-0 2-10-0 4A = scale = 1:16.4 3 6.00 12 4 2 l0 2x4 = 5.6 = 2x4 11 6 5 4.1z II �4-2-0 7-M 7-3-8-2-0 7-M 7-3-8 4-2-0 2-10-0 0-3-8 Plate Offsets X,Y : 4:0-3-3,0-0-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horc(TL) 0.00 4 n/a BCDL : 0.0 Code FBC2001 (Matrix) Tat LC LL Min I/deft = 480 Weight: 33 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-M oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8 Max Horz 2=98(load case 4) Max Uplift4=-169(load case 5), 2=-284(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-368, 3-4=-375 BOT CHORD 2-6=260, 5-6=260, 4-5=260 WEBS 3-6=84 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4 and 284 lb uplift at joint 2. DIE1�y 3� 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ! V�� ,......... l LOAD CASE(S) Standard ' I� �;'�,Q,I STATE 4F Y C 6. R /'O AfAL AWARNINO - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporatlon 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 bibrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. r 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. Ye" W, 4"� *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c� WEBS J5 O o O a u V O a ce c, ce r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 GANG -NAIL ® HYORO AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. L Job Truss Truss Type Qty Ply HORTON R2879D FG ROOF TRUSS 1 2 14421358 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9-7 7-3-6 10-9-5 12-9-6 16-5-7 20-5-0 3-9-7 3-5-15 3-5-15 2-0-1 3-8-1 3-11-9 Scale = 1:33.3 2x4 II 7x8 = 7x8 = 6x6 = 64 = 8x8 = 4x6 = 1 2 3 4- -5 6 7 ]Z,- �3- = 13 12 1� —t.3x4 = 6 3x4 = 4x5 = 7x8 = 5x6 = 2x4 11 3-9-7 - 7-3-6 10-9-0 10f-5 12-9-0 12#1 16-5-7 20-5-0 3-9-7 _ 3-5-15 - 3-5-10 0-0-5 1-11-11 0-0-6 3-8-1 3-11-9 Plate Offsets X,Y : 3:0-4-0,0-4-8 , 10:0-2-8,0-3-0 LOADING (psf) , SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP - TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 480 Weight: 278 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8=2999/0-3-0, 10=3841/0-3-0, 11=6986/0-3-8 (input: 0-3-0) Max Horz 14=-151(load case 2) Max Upliftl4=-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2), 11=-4427(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14=-4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-9=2253 NOTES (7) 1) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy. category 11; exposure B; partially;MWFRS gable l�i, 13 end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. .....• +CCll ......... 3 Provide drainage to • '• adequate prevent water ondin .•'` , q 9 P P 9 P•S(/(1 � ��5:. �i' `•. 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. � 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint .• 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. t 6) Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 20-5-0; 17-0-0 from 0-0-0 to 20-5-0 : N0,45161 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard `, 'STATE OF 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 �� �, A, •`� Uniform Loads (pIf)�•.� Vert: 1-7=-892.6, 8-14=-20.0 ���.r.w�•� �9NAL AWARNINO - Yer{ jy design pammeten and READ NOTES ON THIS AND REVERSE Sms BEFORE USg- r1 1. wII�� �r De51gn valla tar use Only with MITek connectors. This dosIgn li "sod only up?p P919m41911 ih9wnr gn0 1101 0n IndIVINuOI idinQ Component to be 160611ed and boded verjically. Applicability of design patometers and proper Incorporation of component Is responsibility of building designer - not truss designet. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Rocommorldatlon available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, "Apply plates to both sides of truss and sec urelyseat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 cr O _ o O a is U O � a ce c C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, M1 MiTek° , PANEL TM FORM018,019 cnn4G-wuL ® HYDRO AIR 0 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 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. o_b Truss Truss Type Qty Ply HORTON 14421359 R2879D J ROOF TRUSS 6 1 ' (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 -1-" 7-0-0 1-0-0 7-" 3 Scale = 1:20.3 6.00 12 2 1 4 W = 7-" 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 • Lumber Increase 1.33 BC 0.17 Vert(TL). -0.30 1 >49 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=-310(load case 5), 2=-174(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard r L3+GJ/ r Y Y • l�ia.4 5161 ' ,k Y y� Y \\ 0 STATE OF WAL A WARMNO - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 MiTek Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates I /a" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS ca c� WEBS J5 0cc 0 a u V O a ce c7 06 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401�1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL FORM018,019 GANG- L ® HYOR0,41p, CLIP 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 �14 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 Truss Truss Type Qty Ply HORTON 14421360 DR2879D K ROOF TRUSS 3 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:15.7 6.00 F12 2 i 4 2A = 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc). I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 - Lumber Increase 1.33 BC 0.09 Vert(TL) -0.10 1 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 18 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-M oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Horz2=212(load case 5) Max Uplift3=-218(load case 5), 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 4 % STATE OF �J ....0 R ta���'' Qn�aL 8 WilR1Y(1Pa • Yarw dtitgn pamnwilan and READ NOTES ON THIS AND REVERSE =2 RENRE ilSE'. �® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the 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 CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Bocommondatlon available from Truss Plate Institute. 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW 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 �e securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each ca c3 other, O WEBS , J5 Cr 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 ; Q '' joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of 0 o a is at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I14 length(+ 6" from at panel adjacent joint,) C? C' 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 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 CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X 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 recuire lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® ` 14, Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. ® 15. Care should be exercised in handling, PANCLIPEL TM �ALq erection and installation of trusses, © 1993 Mitek Holdings, Inc. D CL FORM018,019 ,QaNG— L ® HYDROA/R®" _ e Job Truss Truss Type Qty Ply HORTON 14421361 DR2879D K1 ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 i 5-0-0 5-0-0 2 Scale = 1:15.6 6.orr 12 1 3 2A = 5-0-0 5-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 , Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 16 lb LUMBER` BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical; 3=48/Mechanical Max Horz 1=199(load case 5) Max Upliftl=-93(load case 5), 2=-222(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 IiFl . No, 4.5161STATE OF oNAL AWARN7NG - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual bulling component to be Installed and loaded vertically. Applloabllfty of design parameters and proper Incorporation of component is responsibility of building designer - not truss -- - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br'acing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing ReM Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14- 13/14 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3, J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. o WEBS 4 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/8" from outside edge of o ais at joint locations. truss and vertical web,o a o 4. Unless otherwise noted, locate chord splices I/4 length(+ 6" from at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of - required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width 4 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek° engineer, , ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. ©1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG'NAII ® HYOR,O,AIR® Job Truss Truss Type Qty Ply HORTON 14421362 DR2879D L ROOF TRUSS 3 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:10.3 6.Do 12 2 1 4 era — 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 , Lumber Increase 1.33 BC 0.03 Vert(TL) -0.02 1 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 11 lb LUMBER' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/04-0, 4=28/Mechanical Max Horz 2= 1 33(load case 5) Max Uplift3=-125(load case 5), 2=-147(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard �j �'• rr�I VV ��/ jj • Y No, 4 516# 6 °: a o A TL OF I1 � �3�J1iL Vr o V `+rf AL ®WAMN11- WA design pamroeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. Thls design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. �r Symbols PLATE LOCATION AND ORIENTATION 13/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. *For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 Q WEBS J5 Cr O � a ce c7 ca F- BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 ® HYOR®,AJFR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. ob Truss Qty Ply HORTON FROOFTTRUSSype 14421363 R2879D L1 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 3-0-0 3-" Scale = 1:10.3 6.00 12 1 3 3-" 3-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 , Lumber Increase 1.33 BC 0.03 Vert(TL). -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 10 lb LUMBER' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Horz 1 = 1 20(load case 5) Max Upliftl=-52(load case 5), 2=-131(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 1 and 131 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard �...........�� No.451f1 0-0 y lTE 1 .Nr 1•: STATE r S4N"ROMA1.�+ A WARMNO - VerVy design pamrrseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ao Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- - - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches,'Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1 /8' from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM016,019 J2 J3 J4 TOP CHORDS d� _ a c3a a: VVEBS 1�y J5 O u oO O c�a FL-C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek° TM PANEL CLIP GANG -NAIL (2) HYDRO AIR ®. ; General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON A2879D M ROOF TRUSS 3 1 14421364 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:38 2003 Page 1 3 -1-0-0 1-0-0 1-M 1-0-0 Scale = 15.9 6.00 .12 2 1 4 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0, Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 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=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Harz 2=71 (load case 4) Max Uplift3=-31(load case 5), 2=-154(load case 4) Max Grav3=31(load case 4), 2=173(load case 1); 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 N0. 4 5161 � 'k STATE 4F = � A WARNING - Ve ft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent braking of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. MiTek® Syrnb®Is PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots, LATE RAL BRACING Indicates location of required continuous lateral bracing. BEAMING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca Q CrWEBS J5 o _ o Cr V u 3 �� i p O r— a ce c' cb BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL -CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.: 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design: 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, , 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM016,019 Job Truss Truss Type Qty Ply HORTON A2879D M1 ROOF TRUSS 1 1 14421365 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:39 2 003 Page 1 2 t-0-0 t-0-0 - Scale = 1:5.9 6.orl 12 / 1 c. 3 1-0-0 2z4 = 1-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0. Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 3 lb LUMBER' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1 =42(load case 5) Max Upliftl =-1 7(load case 5), 2=46(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 46 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard * No. 4.5161 � 'k STATE E OF �. i • QNA�. ®WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - 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 bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Speclticatlon, and HIB-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3i4 *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. �8 J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each other, 0 WEBS J5 a 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U 0 a �ti � _ as at joint locations. truss and vertical web. o 0 4. Unless otherwise noted, locate chord splices I14 length(+ 6" from c8 C, 6 at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek° engineer. , ® 15. Care should be exercised in handling, II PAPI NEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM016,019 GANG -NAIL ® NY®RO.!/R ® . Y • G JRb Truss Truss Type Qty Ply HORTON - 14421366 bk2879D S ROOF TRUSS 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1 -1.5-0 5-2-5 9-10.13 1-5-0 5-2-5 4-8-7 4 (Scale = 1:20.2 g 4.24 12 3a4 3 2 1 2a4 II 7 6 5 3A = 2A = 5-2-5 9-10-13 5-2-5 - 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 . Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 (Matrix)- 1st LC LL Min I/deft = 480 Weight: 42 lb LUMBER' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz2=367(load case 2) Max Uplift4=-369(load case 5), 2=-292(load case 2), 5=-212(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ` �f 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo ........... •+G/� Vert:1-2=-74.0 :••��1/Cq;, Trapezoidal ' Loads (pIf) �•��. r -. Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=-49.5 No, 4 5161 � ,k y�( . � SAT{ }ram OF /L" \.i i !1 f it V I R OR AWMMNO - Verbfy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the - responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabricatlon, quality control, storage, delivery, erection and bracing, consult CST•88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. yet, '/e„ *For 4 x 2 orientation, locate plates I/e" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS C2 C3 WEBS J5 cCr a Pti u O r- a C8 C7 Cb 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401�� continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko , TM PANEL CLIP FORM018,019 GANG -NAIL ® NYQ gy.A f f W 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 �14 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. a00� CI ^r Z 0 12-8-0 BRG. IN ENTRY 8-4-0 I Iwa r►1Nc: ALL BEARING WALLS TO BE PLACED i PRIOR TO, SETTING TRUSSES.. I_ WALLS SHOWN ARE TO BE BEARING..- - (_ 1 PLY HGR. hl C TI C'E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I d 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI d 3 PLY HGR. I SIGNED APPROVAL: X 1 JOB NUMBER: DR2879D DATE: 5-23-01 PITCH:ABRG: LOAD: SHINGLES CU SPAN CUSTOMER: D.R. HORTON 6 ?407-321-14;4�0 BY: T.H /H: 12" JOB NAME: 2879 "D" ELEV. BLOCK -2-0 m Lo pa ry lE 19-8-0 �I TRIM IT FLOOR SYSTEM WP II ICI I ICI C ALL BEARING WALLS TO BE PLACED ' ._ L 1 PLY HGR. 1I i C TI C E! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I I=i 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI L_ - WALLS SHOWN ARE TO BE BEARING.. J 3 PLY HGR. L SIGNED APPROVAL: X J JOB NUMBER: DR2879D DATE: 7-2-01 CCU SPAN CUSTOMER: D.R. HORTON 407-321-1440 BY: T.H JOB NAME: 2879 "D" ELEV.