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291 Clydesdale Cir
PERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'IDi #102___" Orlando, FL 32822 .._(407)857=91.01- _...._.. w. PHONE NUMBER CBC 0555300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR s PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISIONt AA'J IN IM Ron WIN f :f PERMIT # �'' DATE ' PERMIT DESCRIPTION %S ie. MCI PERMIT VALUATION 66 (goo SQUARE FOOTAGE d d Ln 0 0 CITY OF SANFORD PERMIT APPLICATION Lo U g � ' Z # `C f I2 � Permit :' Date: ! 11 <1--g`1 6 Job Address:��Lf Description of Work: L✓1�P It Y ��Yh �j r�_3r���_�� Historic District: Zoning: Value of Work: S 3 � ;3 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool I Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale, Required) 8 Plumbing/ New Commercial: # of Fixtures Al of Water & Sewer Lines # of Gas Lines a Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of.Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) i Parcel #: (Attach Proof of Ownership & Legal Description) I Owners Name &Address: ti Phone: Contractor,' Name & Address: ADVANTAGE PLUMBING, INC. A152� OVIED0 State License Number: Phone & Fax: 1 . (407) 366 39 antact Person: J4-kr�'_1 Phone: I Bonding Company: Address: Mortgage Lender: Address: 1 Architect/Engineer: Phone: I I Address: Fax: Application! is -hereby made to obtain a Permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standardsof 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. i OWNER 'S'AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county,'! and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. i Acceptance; of permit is verification that I will notify the owner of the property of the requirements o 1 rids aw, FS 113. Signature of Owner/Agent Date Signature of Contractor/Agent Cate i A Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: t (Initial & Date) Special Conditions: Zoning: �r MARTHA Y. HALL Contractor/Agent is a n41Ey 1�NcG*A?NII@7(9PQ # CC 875840 _ Produced I D E ary 1, 2004 8nnded Thru Notary Public Underwriters Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) I list 19 119 11 out 11 ago as In if 0'1 Is lot ro all as N 0 aN is lot I teal THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04854 PG 1318 CLERKI-S # 2003096369 RECORDER 06/06/2003 1116507 AM RECORDING FEES 6.00 RECORDED BY L McKinley RECORD AND RETURN TO: V62R. Horton Inc. 50 Hazeltine National Drive, Ste.: 102-I C�yIS1p/i(,e G Orlando, Florida 32822 / NOTICE OF COMMENCEMENT (Prepare in duplica(e) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 4, 9, 38 42, 43 and 44 Bakers Crossing Phase 2 Plat Book, Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102; Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided 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 0 by: vjjAvv--� o ert A. La*son, AsMtant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of J, 12003 WRobert A. Lawson Assistant Secretary of D.R. Horton, Inc.,—a�eTaware Corporation, on behalf of the corporation. /She is personally known to me. Notary Public, State and County Aforesaid iz O PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MYCOMM1SS1011 FXP.IULY26,2006 Notary Seal CERTIFIED COPI MARYANNE MORSE .ERK OF CIRCUIT COUNT UNTY. FLORM'. n-ftn CLERK JUN g 6 2W COUNTY OF SEMINOLE IMPACT FEE STATEMENT' ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75505 A///�� DATE: __L___._.- BUILDIN8 PERMIT NUMBER (CITY) COUNTY NUMBERx UNIT ADDRESS:.. .... .... ... ... ... ... ____________________________________ TRAFFIC ZONE: JURISDICTION: (A, SEC: TWPx RNG: PARCEL: SUBDIVISION: _--------------_--- TRACT: __-----_-_--------- / PLAT BOOK: _ PLAT BOOK PAGE: BLOCK: LOTT J�� ADDRESS: `T -----------------------_-----_---'-----------_--------------------- � .... -7----�7-��-------------- APPLICANT NAME: ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction -------------------------------------------------------------------------------- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � _______________________________________________________________________________ ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROAD3 'COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 - SCHOQLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE ,' $ 2,285.00 ' RECEIVED BY: SIGNATUREx (PLEASE PRINT NAME) ` DATE: NOTE TO TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE 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 CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF 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 HORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEM NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT****************f*** CITY, ;ANFORD PERMIT APPLICATION Permit No.: C-)3 - 6 00 Date: Job Address: awl: i cc-N nE-SDALE c.EC.LJEL -'5 L(F-20 tr L . 3 D2;" Permit Type: Building Electrical _ Mechanical Plumbing Fire Alum/Sprinkler 'Description of Work: FiZ, Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole ,_New AMP Service ( of AMPS ) Plum bing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) PlumbinglCommercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓ Residential _Commercial _ Industrial Total Sq Ftg:. L►SJ Value of Work: S- :7 Type of Construction: Flood Zone: Number of Stories, l Number of Dwelling Units: 1 Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: R. PU,-TQt Sri 0 `�-� % 5-q - Q (O I (P2'-,,•O 1•-i��-htv�. tJ�TONE�� �2 � tOrd- �-I./�N`s�U, t=-t_ 32:+3'2.Z Contractor/Address/Phone: gct�r -m e> (pZVQ - � hr,%e- i `�i ` j J , l �'Z �21A�11p� F L- State License Number. Ce-C 05G 2� Contact Person: �RTC� C�y�3 Phone&Fax Number. �t�%i�'glaI�� GZZ�z3 Title Holder (If other than Owner): N % Address:.. Bonding Company: iV Address: Mortgage Lender: t.SN Address: Architect/Engineer A •8• L' ' E1O C C40k)P Phone No.: Address: �t3i NSR. 34 . 1151.1 f Ptl�a�u�Tr- . R 32;1Ar Fax No.: 4041 -1-14 - 4 0Eha Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR I TROVEMENI'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINO YOUR NOTICE OF COMMENCEMENT. Non E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptj45e of permit is verification that I will notify the owner of the propertf the requirements of Florida Lien Law, FS 713, 1 jahc ( li�2 I a_ Signature of Owner/Agent Date Signature of Contractor/Agent .Date f 1 Latuzon a d [Print 0wnJr1,kgentX N ePrint Conga r/Agc 's ape "\ Signature o Notary -State of Florida Date Si rt of otary-State of Fter-ida Date - PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMI�I_Or? c?CP. Kl Y 26,200E Owner/Agent is V Personally Known to Me or Produced ID PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMM ISSION P. 1ULY 26,2006 Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: `' �-�-� r�f� Date: Special Conditions: 'hss(3\-3(p D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #*� P�SUBDIVISION: BAKERS CROSSING ADDRESS as i cLy-DrSnA LE c-ip-c-LE� BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri Ve, CUIe� i�rn �f J I hearby name and a Limited Power Of Attorney oint: Craig Coulton and R each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply The Building Dept. of: j r, on For a residential permit for work to be performed at: Lot # : A4 1 17- -2- Subdivision Address: o-ct1 c-t-4DEsDau-e 6AW:70rz-ice CL. 5;-Zqq":2— 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 instr e was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally k ow to me. State of Florida County of OFFICIAL N' PATRICIA CQULTON NOTARY PUBLIC STATF, OF FLORIDA COMMISSION NO. DD134330 MYCOMMISSION FXP. JULY)6,2006 o-.e..a Notary Public Signature Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME NAME SERVICE ADDRESS MAILING ADDRESS TURN ON DATE OWNER OF PROPERTY n,K. H 3 A-+-q--2, SINGLE FAMILY RESIDENCE ✓ MULTI -FAMILY RESIDENCE COMMERCIAL OME# w 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 EN TRANSFERRI HER SERVICE I UNDERSTAND THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE Y 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: er sues for all bearing walls. Provide side view details ❑ a. Foundation plan Indicating Toot of these footers with reinforcement bar replacement. ❑ b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), Inndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Mote the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) O c, Elevations of all exterior walls, east, west, north and south. Finish floor clevation height as per City Engineering. Department or subdivision plat. ❑ d, Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. ❑ e, Framing plan for floor joists where conventionally framed. Plan to 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: ( S.F. Garages/Carports — S.F. Porch(s)/Entry(s) S.F. Patio(s) Conditioned structure Total (Gross Area) ❑ 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) ❑ 4. Soil analysis and/or soil compaction report. If soils. appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal Documents: ❑ R. 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 details 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- tic berubs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10.. Framing 11. Tenant Separation / firewall 12. Insulatlon, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (I3y Owner gent) 1'� A PFSXI PSa79 Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS IN\AME AND ADDRESS , C" Name C0 tzS Address b23p City/State/Zlp aLL>,�, �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: 9 GL\J p0SD J�,Lr:, C-A�?-CL�, SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOV�ERNT HE RELATIONSHIP OF THE PARTIES. izo Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 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' ': ` er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the 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 WARRANNTES. 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. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property 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 maybe activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. 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 Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as 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 relationship(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)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther 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 termiticide 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 batting 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. PAYMENTIDEFAULT. 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 rightto 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 fulRlling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, strlkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termlte 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 ofilces 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-slx) 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 identifie 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 for a 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 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 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407.858-0540 813-221-2847 800-929-2847 888-764-2847 877.459-2847 aQ\ LTWIO�M,_o 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. C 3 - c90 aQ_ for the following work: Construction of a SFR on Lot 44, Bakers Crossing Phase 2, 291 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit 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. Z,0'2.6, 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. n 3 - w-2e3 . The owner also agrees to the following as additional conditions for Permit No. 03 - Zoe 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 6-B. N® 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. 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 personally known to.©Fwho produced their Florida State Identification. OFFICIAL NOTARY S' 1 - PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 MY COMMISSION E`�P. jLJLY 26,2006 Notary Signature ---Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 9 (407) 857-9101 • Fax (407) 857-9228 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. C) 3 - ao a b for the following work: Construction of a SFR on Lot 45, Bakers Crossing Phase 2, 293 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned. property until all required land development approvals have been obtained and all required improvements have been installed, inspected 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. rr .�.CA tio Signat Patricia Coulton Printed/ Typed Name r Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Epjja'ur'_ 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 -per-sonally known m who produced their Florida State Identification. i OFFI A OTf11tYSEAL r PATRICIA COULTON i NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COA tMiSS10'•1 SYP. JULY 26,2006 Notary Signature ���`I�Ioary Stamprb` -` 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 G-L4- I y�5 4:i''M r 1-Culvl CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number:.Date: The undersigned hereby applies /f/or a��permit to install the following electrical: Owner's Name: ZI � r Address of Job: ee`� Electrical Contractor: br► J Hof TJuc v�r�es,�__��� . _ Reside ntial.• Non -Residential .4 Number Amount Additlon, Alteration, Repair Residential & Non -Residential New Residential: AMP Service New Commercial:,,..,. - AMP Service Change of Service: From AMP Servioe to AMP Service Manufactured Building Other: Descri tion of Work:.: o0 A Iication Feet $10.00 TOTAL OUE..;��,:.. O. By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature c State License Number 5-06-203 7:09AM FkUM wKr.o"r+.. o ...-�rx•r,y,.,.rv.:rerva•r:; n ,,,q,.,, ':•v. • CFIY OF SANFORD PFRNIIT APPLICATION W2-0 Datc: [L —c)3 Permit 9 : T Job Addtcli{ Cf AciiiFPtigH Vf Wpt'k; . � -.- ' �- iti veto$ Oit W41: 1 i1l�14�1 P1e1dIP{I �A, �� Permit Type; Building_ ElcctTical .. Mechanical Plumbing Firc Sprinkler/Alarm Pool 5 Change of Service __ Temporgry Pole_ Electrical. New Service — P of AMPS Addition/Alteration �.,.�— Mechanicnl: Residential Non-Residenm tial Replaceent New (Duct Layout &Energy C�Ic. Required) Plumbing/ New Commercial: a of Fixtulcs it oi' Water &Sewer Lines q Of Gas LineS _ Plumbing/New Residential: N tit. Water Closets._. Plumblag Repair — Residential or Commercial Occupancy Type: Residential lam' Commercial Industrial Total Square Footage: _ p of Stories: fi of Dwelling Unib: _ rlood Zone: , (FEhiA form rtquirud for o(her than X) Construction Type: (Attach Proof of Ownership Q Lxgal Dascriptton)/ Parcel a:> e. S CDzs Owncra Namc Q Addrtta: �_ 7 — i._ Phone. `i C__ �J-v`� ,) e— Contractor rqsmc6 Addresa:t1.%�rs �.• ��_ UU1S if �144 2% Statc License Numher=-- -t 1 3z8 - C�3 1 t lC•L t e ..-.. Phone:! - — _.. Yhonn &Fax: ..- Contact Person: _....0 ISond',ng CnmpsnY Addrreis ._._ .... -_ _.... m.rigagt Lender. Address: Archiln-cUEngineer'. . Phone. Fa a: Add MA: —, Application is hereby made to obtain a permit to do the work snd installalions as indicated. I certify that no w<rrk or insWllanOn has commenced prior to the ssuance of a permit and Thar all work will . performed to meet standards of all laws regulating construction in this jurisdiction. I understand shut a separate permit must be secured for ELECTRICAL WORK. PLUMBING, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWHER'S AFFIDAV IT: 1 certify that sit of, the foregoing information [a accurau and dut all work rill be done in compliance with all applicable laws regulating conitn+crion 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 RJTFND TO OBTAfN FiNANC11,10, CONSULT WrTH YOUR LENDER OR AN ATTORNEY BEFORE REC OPDiNO YOUR NOTICL OP COMMENCEMENT. N T in addition to the requirements of thin permit, there nay he additional restrictions applicable to this properry that tray be found in the public records of this county, and there may be additional permits required frnm other govemmenul rnnha such as Wier management distnctK, crate agrnctes, or fcdcrai abrncttS. Acceptance of permit is veritication that I will notify the ownerof the property of the regUrreme fPlon rt�ie Law F 7713. — —� .Q $ignuurc of Owner/Agent Dutc .Sitnuiur�t of Conrracrot/Agnit Ualt V Y�CkPS Print G�'ncr/AgcN'S NanK �Print Conn-=ter/Agcnt'.s Name7-7-03 Sienaiurc of Nut>*y•Srai+ nr Finnda f)atu Cignature of Nulii S sic nl F'londi Dutc wnir/nGam is _ unn)w Known it) yid ur wnraetor/A�cnl s V Vr nnaily Known w Mr , peti AI' LIl A1'IUN API'I(OVED If Illdg:Inrt al 1 Uuc) (li lial S Uatc (Initial I)aic) (Inuial & Datc) t _%MARIE A. ZETTLEMOYER MY COMMISSION fi CC 855100 EXPIRES: Jul 15, 2W3 t-806&NOTARY Fla Notary Service & Bostdg Co, L-- .. . -- CITY OF,SANFORD PERMIT APPLICATION Permit # : /� Date: Job Address: A e Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool . w Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy CaliK_ Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Q16sets Plumbing Repair— Residential or Commercial m`' ^y Occupancy Type: Residential Comercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for, ofGa:cr GIt sn %) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: (Attach Proof of Ownership & Legal Description) Phone: License Rum Architect/Engineer: Phone: Address: Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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'aITapplicable Laws ref itJaong construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT Dot YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AI,C ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this roe ' q F Y pp property rty that may found iri the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, oi' federal agencies. Acceptance of permit is verification that I uilI notify the owner of the property of the requirements of Flcn 'a-1- en I �--- 'a8�o3 SignatureofOwner/Agent Date tgn1 o ctor/Agent Date obe(--t G r 0el1p Q a Print Owner/Agent's Name Print 4ritractor Agent's Name Signature of Notary -State of Flonda Date Si"nature of No —an --State of Flonda Date O wreris _ Personalh ono n to Me or Connactor/A2e-.: i; Personalh Known to Me or Prododuceduced 1D Produces APPLI(ATION APPROVED BY: Bldg: Zoning: G;:.:::e;: FD: :Initial & Date) (Initial & Date) (Initial K Date) (Initia D I Saeciai < unditions: ;1�rPY��. MIRINDAC.TURNER MY COMMISSION:# DD,2121193 'a EXPIRES: June 14 2007 Bonded Thor Notary Public Underwriters I CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 291 CLYDESDALE CIR for which permit 03-00002020 has heretofore been issued on 6/06/03 has been completed according to plans and specifications filed in the office of the Buildi Official prior to the issuance of said building permit, to wit as Yy.(,tn7 complies with all the building, plumbing, electri al, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: _ FIRE: Finaled �' �� Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In /Yl 4"nrr A� Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage �w�'/� Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 2 PLights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING O1-APPLCTN FEE -MECHANIC O1-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES O1-FIRE IMPACT - RESIDENT O1-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 6 / 2 3 / 0 3" 7/15/03 6/10/03 7/29/03 6/13/03 6/10/03 6/10/03 6/10/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 291 CLYDESDALE CIR for which permit 03-00002020 has heretofore been issued on 6/06/03 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 6/10/03 279.61 6/10/03 91.93 6/10/03 12.27 6/10/03 847.00 6/10/03 12.28 6/10/03 1384.00 6/10/03 650.00 6/10/03 1700.00 'DR OWNER BUILDING OFFICIAL / DATE V. CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: 03- ��cQ ADDRESS: CONTRACTOR: R 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 ❑Public Works ❑ Utilities CC YZ*P-3 ocP- 5(,A c-X-77 ❑ Fire n CA ❑ Zoning (1 . N ❑Licensing (� 1p,. CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: G- PERMIT #: O Oct O ADDRESS: CONTRACTOR: R 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 ❑ Public V ❑ Utilities Fire (� El Zoning ❑ Licensing f I �i� CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) IL 1)403 q CERTIFCATE OF OCCUPANCY pf-Pn ue , REQUEST FOR FINAL INSPECTION $ **** SINGLE FAMILY RESIDENCE**** DATE: G- PERMIT #: 03 a0 ADDRESS: CONTRACTOR: \ � (- �o � PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. �] Engineering ❑ Fire jn,w)rs []Public Works 1.2,1 3 ❑Zoning ❑ Utilities OLicensing (� 1A, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAC MENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD II16URAE PROGRAM Expires December 31, 200E ELEVATION CIRTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoe 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 291 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 44, 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 NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) (Zone AD, use depth of Wing) 1202890045 E 4/17/95 4/17/95 X 24.6 81U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM 1 ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 " ❑ NAVD 19M ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is d'iftwt 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 of o a) Top oftottom floor (iriduding basement or enclosure) 45. 7 ft.(m)co o b) Top of next higher floor WA . ft.(m) U) ID o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 45. 3 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment W m servicing the building (Describe in a Comments area) 44.7 ft,(m) o 0Lowest adjacent (finished) grade (LAG) 43.8 ft,(m) Z M o g) Highest adjacent (finished) grade (HAG) . 45, 0 Nrn) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 ' T t I II t flood t C3 h 0 ' o i) o a area a permanen openings ( ven s) in . _sq. in. (sq. crn) 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. SOUT S*EW1JTE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE J� ) - yV (,� 9/22103 (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 BUILDING STREET ADDRESS (Inc 291 CLYDESDALE CIRCLE CITY SANFORD Unit Suite, and/or Bldg. No.) OR STATE FL nA ZIP CODE 32M SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT For Insurance Company Use: Policy Number Company NAIC Numberµ ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cn) ❑ 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.(cn) 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 servidng the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS DATE 'ATE ZIP CODE TELEPHONE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below:);, G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or, communityassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. CERTIFICATE G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: — LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003. Replaces all previous editions • PLAT- OFSURVEY DESCRIPTION: (AS FURNISHED) LOT 44, 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 CERTIFIED TO AND FOR THE STRUCTURE MEETS OR EXCEEDS THE EXCLUSIVE USE OF: THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), D.R.H. TITLE. COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MATTHEW M. MERKEL AND STACEY S. HOYT-MERKEL CH MORTGAGE COMPANY, I , LTD. TRACT A UNNAMED ROADWAY 50' RIGHT OF WAY -___-_-__ N89'1T34'--- 501.18' PT 384.88' I 116.30' - - PC wl CENTERLINE OF./ RIGHT-OF-WAY p 50.00, aIN S89'17'34"E �I" zl WALK IS 1.5_OFF WALK IS '>,..'4;5(Nl :�... .:,.r :' I 1.5' OFF d 10' UTILITY EASEMENT::`",16.0�`•c"� A2 :. `..CONCRETE•: -`DRIVEWAY:' 3' C/W'.:',.:....:. ..... .: p49 d 5.2' D COVERED no ENTRY 30' GRAPHIC SCALE LOT 45 0 N _ ONE STORY (y o LOT 43 0 1s 30 (�J o 6 o CONCRETE BLOCK N RESIDENCE FINISH FLOOR •- 0 ELEVATION=45.65 0 a 0 0 zi (n 40.0' in LOT 44 N FENCE IS 0.1' EAST & O.25' SOUTH FENCE IS 0.2'N&S _ AND ON LINE N89'1 /'34"vY 96 FND 5/8" IRON ROD LOT 26 NO ID. (9/19/03) LOT 32 I 50.00' LOT 34 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 9-.19-03, 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. NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATION$ S140WN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26 BAKERS CROSSING PHASE 1 AS BEING N89'17'34" W PER PLAT. (FIELD DATE:) 6-11-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41200 FOUNDATION FINAL 9-19-03 CKB DRAWN BY: - LOT PLAN 5-13-03 S00 LOT 33 BAKERS CROSSING PHASE I PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE -- - -- CENTERLINE — — RIGHT OF WAY LINE 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT, CONTROL POINT (P) PER PLAT (M) MEASURED FND- -FOUND- C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8a6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 ® NO ID /(9/19/03) D 0 FND NAIL AND DISC LB #6393 (9/19/03) 'FND 1/2"IRON ROD AND CAP ® LB #6393 (9/19/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL_ _. •„ A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE 10 IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE 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 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 1 FOR KNI THE 1 FIRM WILLIAM R. MLISCATELLO JR. PSM//4923 DATE >t PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, ,RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 26, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'17'34"E A DISTANCE OF 359.46 FEET TO THE POINT OF BEGINNING; THENCE RUN N00'42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'17'34"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'42'26"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'17'34"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. LOT 44 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 519 SO. FT. t TOTAL SOD 2602 SO. FT. t TRACT A UNNAMED ROADWAY 50' RIGHT OF WAY N89'17'34"W - - - 501.18' PT 384.88' i 116.30' PC CENTERLINE OF w RIGHT-OF-WAY 50.00' ZI" S89'17'34"E A 10' UTILITY EASEMENT-.':.`:'`.•<'.: ------------- vi -- ��/ 5.0• 14.8' 5.2 5.0' .� YY g COVERED ENTRANCE 1 = 30 W ❑ GRAPHIC SCALE • LOT 45 0 ' A/ `N° 15 3 LOT 43 ° 0 o N O d- o PROPOSED 4 o MODEL 1965 N O ' _ O FINISHED FLOOR ELEVATION=45.6 O O O Z (n POINT OF 400. COMMENCEMENT 400 POINT OF BEGINNING s.o ..._ .. s.o - 16.09 <^ LOT 44 N DRAINAGE TYPE B S89'17'34"E 359.46' NW CORNER LOT a261 p. N89'17'34"W ------------- FLOOR SLAB ELEVATION I LOT 26 BAKERSCROSSING LOT 32 50.00' LMIJI �� �� BE ��l1 M :.��' CROWN LOT 33 I I BOOK 60 PAGES 27-29 I O ADJACENT ROAD UNLESS BAKERS CROSSING PHASE I BUILDING SETBACKS PLAT BOOK 60, PAGES 27-29 OTHERWISE APPROVED FRONT: 25' REAR: 20' SIDE: 5' LEGEND CORNER: 15' PREPARED FOR: D.R. HORTON 1, ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I,R.M, COMMUNITY PANEL., NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO_LIE'IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26 BAKERS CROSSING PHASE i AS BEING N89'17'34' W PER PLAT. (FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41200 DRAWN BY: REVISED: OT PLAN 5-13-03 SDO — BUILDING SETBACK LINE CENTERLNE RIGHT OF WAY LINE x PROPOSED ELEVATION PROPOSED DRAINAGE FLOW I 'I CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED (CALL) CALCULATED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT SBOOK NGS NA TIZI- GRADE SO, FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER l_U#b393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801— (407) 426-7979 MLW MINIMUM LOT WIDTH FOR POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC OENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT ' R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RICHT-OF-WAY ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR. EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WIIHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �� ✓ ) �FOR THE T' FIRM WILLIAM R. MUSCATELLO JR. P 04 28 DATE, a COrvCRE TE OP CAULK BETWEEN B.V. ONE 6Y WOOD MASONRY OPENING MAS'WOOD. OPENING BUCK L (BUCK WIDTH) BUCK Br OTHERS Br OTHERS 9Y OTHEP.^: INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON CAULK BETWEEN I BUCK BY OTHERS WINDOW FLANGE ' L WOOD BUCK / 1_I/4' MIN. a EMBEDMENT SHIM AS REO'D. ° I/a' nax. GLAZIRIGINDG 9EA VINYL0 BEE NOTES) �\ i,,..T.AEuFL,, INSTALLATION ANCHOR. TYP')3/16,DIA. TAPCON SHIM AS REO'D. 1/4' MAX GLASSR SEf NOTES? <TrPJ(SEE N:E OTES)K FLANGE TYPE FLANGE TYPE WIN➢Dv FRANC j. WINDOW .FRAME. JAMB CAULK BETWEEN HEADER VINDOW FLANGE pCRIME7ER RIGID VINYL L OW F ANGE GLAZING BEAD SUCK CAULK W (TYP.) GLASS BY OTHERS t DOW (TYP.) (SEE NOTES) V.V. _IGHT) (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN CAULK BETWEEN WINDOW HEIGHT) WOOD BUCK L FLANGE IL PRECAST SILL MAS'Y.. OPENING V/ VULKEM 1I6 ADHESIVE pp p BY OTHERS CAULK, OR APRV'0. E.L.EOL. SECTION —U FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL ' BY OTHERS T ° W.W. - - RECAST ,� a (I 9 FA 9r OTHERS Y ERR I- SECTION P,—A B I C NOTES. 1) SHIM AS. PEO'D. AT EACH. INSTALL4TION ANCHOR, MAX. ALLO'W.:.BL-- T SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063 AL 3) INSTALLATION ANCHOR MUST eE OF SUFFICIENT LTH. TO ACHI_vE MIN. EMBEDMENT OF 1-1/4'INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC. ,CA.ULK BEHIND WINDOW FLANG"c AT HEAD & JAMBS SILL MUST EE ATTACHED TO THE SU33TR:.TE wITH VULKEM 116 AOHESIvE CAULK OR APPROVED EQUAL 3) USE SiLICONIZED ACRYLIC CAULK FOP, PEPoMEiER SEAL AROU�,1C W H EXTERIOR OF WINDOW FL4NGE. — 6)AF EXACT WINDOW SIZE 15 NOT LISTED IN ANCHOP CHART, US- A NCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOP. I= APPROPR;ATE DESIGN PRESSURE REO'0. / 7) GLASS THICKNESS MAY VAP,( PER THE REQUIREMENTS GF Et300 C 45S CHARTS. B) LETTER ^_ESIGNATIONS ON THE TAPCON LOCATIOT-1 CHAPT INDIC?."E WHERE TA=CON ANCHORS APE TO 3E INSTAL'_- 'WHEN U-:;.0 -_ 1 I I _ EXTERIOP ELEVATION AS A KEY. - ' 9) ALL FACTCPY APPLIED HOLES NOT OESIGNATED FOR TAPCCN ANCHOR SHOULD EE FILLED WITH p SCREWS Op SUFF,C;EN- -,.. TO PROVIDE MIN. / 1N EMPEDMFN- :N70 WCOD zuC/ 10) FLORIDA xTRUCE— .. -D SEPIE: Swt, r HOv I ".. S PRINT ALSO _ - - E C %CD SERI NGL7 HUNG r \ t WH 1% CI t , . � ;L, SRic"7V SUF IC _,NCV. E-Y I E.- It' CONCRETE OR MASONRY OPENING BY OTHERS 'i 1-1/4- MIN. EMB-DHENT D STU 0 BY THERS c O I P TAPCON LOCATION CHART CALL BUCK. ILOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30P5% TO:4 I<1P5: To 7OPSF 3OPy TO 40PSr 41PS; TO 70"r 12 - 18 1/a X 25 8 e F,G F.G 13 18 1/3 X 37 3/8 6 B F,C F.G 14 18 1/e X 49 5/8 B 8 F.G F.G I45 18 1/8 x 55 1/4 8 6 F.G F,G 15 18 t/8 x 62 8 e F,G F,G 16 18 1/8 x 71 8 8 f,G - F.. HJ 17 1E 1 9 x 8J FG F,G,J,K IH2 15 1/2 x 25 6 e F.G 1H3 25 1/2 x 37 3/8 8 8 F.G F,G 1H4 25 1/2 x 49 5/a 6 8 F,G FC.H) 1 H45 25 1/2 x 55 1/4 6 6 F,G F,G.H) IH5 25 1/2 x fit 6 8 F.G F,C.H) 1H6 25 1/2 x 71 B 8 F,C F,G,H) IH7 25 1/2 X 83 8 6 F,G.J.K F,C,JK 30 1/2 . 25 29 1/2 X 25 8 6 30 1/2 . 38 3/8 29 1/2 x 37 3/e 8 8 F,C F,G 30 1/2 . 50 5/6 29 1/2 x 49 5/8 B B F.G F,C.H) 30 1/2 . 58 1/♦ 29 1/2 X 55 1/a 6 6 F.0 F,G,H) 30 1/2 63 29 1/2 x 62 8 6 F.G F,G.n) 30 1/2 . 72 29 1/2 x 71 8 6 F.G,HJ F,G,HJ 30 1 2 . Ba 29 1/2 x 83 e 8 F,C.J,K - f,G.J K 36 x 25 23 36 x 37 J/8 8 8 F.G F.G 24 36 x 49 5/E 6 8 F.G F,C,HJ 245 36 x 55 1/4 8 8 F.G F,G•N) 25 36 x 62 8 8 F,C H I F,C.H) 26 36 x 71 8 B FG H,1 O.E.F,G; I.1 27 36 X 83 E e F,G,J,K F,G,HJ,J•K 42 25 41 X 25 8 r, 42.3E J/8 .1 X 37 3/8 6 8 F,C F,G,H,1 42 x 50 5/8 a1 x 19 1/E 8 8 F,G FGH) 41 1 56 1/4 4I x 55 I/a 8 E F,G.H,I F.G.H) 42 . 63 u x 62 8 8 F,G.HJ O.E,F,GHJ 42 = 72 41 X 71 8 8 F,G.HJ O,E.F,GH,1 42 . 64 41 X 63 .8 8 F.G.JK F,G.M.f J.K 4B . 26 47 x 25 6 A.0 FG a8a7 x 37 3/E A,C F,C FGHJ 49 . 50 5/5 a7 x 49 5/3 8 A,C F.G F,GH) a' 56 I/. a7 x 55 1/+ F A.0 F.GH I F,C H) 41 . 53 47 x 62 8 A.0 F,GH.I O.E.F.GH.1 48 = 72 47 x 71 8 A.0 F.GH.1 O.E.F.C.H) a� 8, 47 x 63 P Ar 1. F C J K DEFG.HIJK 32 52 1/1 x 25 8 A,r F. F.0 33 52 I/e x p 3/6 8 A.0 F G F,C.M 1 34 52 I/d z 9 5/d A [ F,CH) F,G li l 345 52 1/a x 55 i/a B aC FGHJ D.EF.GH) 15 52 1/3 x 61 8 A.0 F G,H,1 O.E.F.GH I SS 52 I/E x n 8 A.0 f,G.H.I D.E F.G H) 37 5 9 A C F G.J.K O.E.F G,J.Z.),K 37 SIC= NOT IN 1000 OP 15G0 SERIES. NC FLORIDA EXTRI.iDERS1 INTERNATIONAL, F�OPIDA TITLE. iNSTF I �N I _ S 7-S 1000 i50D '000 DRAWN BY: 1pp?OWED B'i: F MIN CKSE01£I ;HEATMING 3Y OTHERS 8 INSTALLATION NCMOR SCREW CTYPJ EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEADER VINIXIV HE EXTERIOR BYROT OTHERS IMETER CAULK EXTERIOR FINISH —i BY OTHERS 28 INSTALLATION ANCHOR SCREW (TYP.) SHEATHING BY OTHERS ,y' CAULK BEHIND FIN —TWO BY BUILD DOWN BY OTHERS NOTES: SHIM AS REO'D. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING (SEE NOTES) SH;M. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1/4' MAX 3) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. F—LUK SPACE 4) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF ' MNDOW FRAME. OF ASTM E13M GLASS 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTSCLASS CHARTS. SINGLE GLAZING 15 SHOWN, INSULATING CUSS t5 ALSO OuaLIFlEO. 6) SCREW ANCHORS AT HEAD, SILL & JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEOME14T INTO WOOD FRAME. PLACE 18 SCREWANCHORS 6- FROM CORNERS AND 24' O.C. MAX. 7) BUILD DOWN AROUND CURVED PRPON 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. 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 REO'D. (SEE NOTES) — / I L SHIM EXTERIOR ELEVATION 3Y OTHERS �C.4ULK BEH:NP FIN ('�T�TT��]t__ I' nln. I CATJ11 Cn' KIN h ' SEC I II J?) Fag >r 1� 2 2002 t I IW IT 1/4' MAR. 18 INSTALLION SHIM "It ANCHAT OR SCREV (TYP.) TVO BY FRAMING SHIM AS REO'D r BY OTHERS (SEE NOTES) CAULK BEHIND FIN FIN FRAME JAMB— I I GLAZING (TYP. SEE NOTES) I' KIK EKBC@CNT BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS --VINDOv VIDTH PERIMETER CAULK BY OTHERS SECTION B-B )w (T EXTERIOR EL=VATION FLORIDA EXTRUDERS'NTERNATIONAL. INC SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED w/NDOw 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02114102 ISCALE:IINTS IDwG.: FLEX0037 0! ONE BY BUCK BY at HERS CAULK BETWEEN WINDOW - FLANGE t SHEATHING PLYWOOD (TYP-) BY OTHERS EXTERIOR FINISH BY OTHERS PCRIME7ER CAULK J BY OTHERS WINDOW FRAME -� LEAD WINDOW ll `Cw EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS ExTERIOR FINISH BY OTHERS SHIM AS RED' (SEE NOTES) 1-3/8- MIN. EMBEDMENT f--- BUCK. WIDTH 7/4- MA%• / SHIM SPACE ... BUILD .DOWN CAULK BETWEEN BY OTHERS TWO BY BUCK (ALSO APPLIES NOTES. TWO BY FRAMING /:CONCRETE TO SILL) 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-S/8 MIN. SHIM TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE SHIM AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE../10 INSTALLATION ' (SEE NOTES) INSTALLATION ANCMIR SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- LID SCREW3tr?.{'1t MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED Yr 5T'r INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 N FROM CORNERS :& 24 9N. 2 O.C. MAX. WINDOW FRANC :.� CAUUC'BETWEEN 4) USE-SIUCON(ZEO ACRYLIC CAULK BEHIND WINOOWFLANGE AT HEAD. SRl& JAMBS. JAnB_ ,VINDOV„FLANGE.: t "•WOOD Bl1CK _v .. - 5) USE SILICONIZEO ACRYLIC .CAULK FOR :PERIMETER SEAL AROUND EXTERIOROF- ., WINDOW FLANGE. -. GLAZING (TYP 1/4" uAx. 6) GLASS THO}CNESS MAY VARY PER .THE 'REOU/REMENTS DFASTu L13W GLA55 SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWN, 'INSULATING GLASS IS ALSO OUALJF1E0 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO-BE.ENGINEERED BY 1 :r fi c OTHERS. BUILD GOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO - >r APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. .. !CONCRETE DR 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R KNOT INTENDED TO LIMR USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK.BT OTHERS D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS - SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. I 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS.' - EXTERIOR FINISH SECTION B-B BY OTHERS WINDOW WIDTH BUCK WINDOW WIDTH, HEIGHT - - A A GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) CAULK BETWEEN d WINDOW FLANGE Q t ONE BY WOOD BUCK CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS CONCRETE OR SECTION A. —A MASONRY BY OTH[PS .f INSTALLATION ANCHOR t70 SCREW i L I/4 MAX. EXTERIOR ELEVATION _ SHIM SPACE Q \- I - EDMENI.IwC/igE�Lll�gt�T'I�T'JYiAI FilORIDA B.. G. A. r . ONE By VOOD MANUFACTURER NAME: BUCK BY GTHERS }- I r 1 : j1 9X J - , MASTER FU E # INS T ALLA71?N ANC`HO - /`. ,- j/lo" 7A%CON �� J )W IT A EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL,, RIDA TITLE: FLANGE INSTALLATION DETAIL \J/ FRAME BUILD DOWN DESIGNER, FIXED WINDOV 1000, 1750, & 2000 SERIES DRAWN BY:BB I APPROVED BY: DATE:02/12/02 SCALE:.N S IDWC.: FLEX0036 SHIM A$ RE'0'D INSTALLATION ANCHOR R8 SCP.EW SHEATHING (SEE NOTES> BY OTHERS CAULK EETVEEN 11 [DOOR, FLANGE TWO BY WOOD L SHEATHING BY OTHERS 1,v I I v l t/4' MAX. SHIM SPACE o Lsuu 1_I/8' MIN. EMBEDMENT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS W Lj TEMPERED GLASS (TYPJ DOOR pF �;{{TT�'� f�I,�'1 -HEIGHT -J AR SLIDING GLASS DOOR FRAME SILL D -- DOOR vIDTH /A• MAX. SHIM SPACE I TWO BY VQD 1-1/8 MIN. BY OTHERS EMBEDHEMT SLIDING GLASS DOOP. FRAM JAH.. TEMPERED GLASS (TYPJ PERIMETER CAULK BY OTHERS SECTION B-B A —1 A 'H EMBEDMENT EXTERIOR ELEvATI❑ 1-1/4• MIN, 2 PANEL DCGR SyO'JN G A LH i� ° D I f9E RALLY APPLY r CAULKING. UNDER SSILL OP SET SILL IN Bw L' — INSTALLATION ANCHOR I , OF CUNG?r TE ?/.�' Di=. Tc.2C uN FE 3 2002 SLIDING GLASS HOOK STRIP SHIM AS REO'D. <SEE NOTES) INSTALLATION ANCHOR R8 SCREW CAULK BETWEEN DOOR. FLANGE L SHEATHING IN' --I I_ATIFIN A.NG MITR WOOD ERS AULK BETWEEN OOK STRIP L HEATHING I-1/8" MIN. EMBEDMENT SHEATHING off uHY+c MA BY OTHERS TEMPERED GLASS ! , STUCCO (TYPJ STUCCO OR SIDING OR SIDING BY OTHERS BT OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL 11 DOOR MATERIAL: ALUNINL ALLOT 6063. 2) IB INSTALLATION SCR£vS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN EMBCDNCNT OF I-1/E' INTO VOOD. TAPCON TTPE INSTALLATION ANCHORS Ar SILL MUST 6E OF SUFFICIENT LENGTH TO ACHIEWC MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR COMCRETE. O) INSTALLwT ION ANCHOR CHART OY. BACK OF THIS SHECT. .1 USE S[L ICOnIZ£➢ ACRniC [AULx BEHIND DOW. FLANGE AT HEAD L J NRS. 5) USE SILICCHIZED ACRYLIC CAULX FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 61 IF EXACT DOOR SIZE IS TUT LISTED IN ANC�R CHART, USC ANCHOR OUANTITT LISTED VITM NEXT r LARGER SIZE. OR THE APPROPRIATE DESIGN PRESSURE REO'0, TI FOR POCKET DOEM SIZES USE CLOSCST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED CP£NING. E PLACE INSTALLATIW AnCMO.RS. IN FRONT OF HOOK STRIP AS SHOWN, 8) GLASS THICKNESS ea WARY PER REOUIREMENTS OF ASTM C1000 GLASS CHARTS. 9) DOOR UNIT Is APPROVED USING T"LMPERCD GLASS IN SINGLE GLAZED OR INSULATING GLASS. I. IAMB / IT CORNERS ARE TO 9E SEALED VITH A SMALL JOINT SEAM SEALER, Ill Snits AS RCD'D. A A. SET Oi WsiALLAi1pN ANCHORS. HA x. ALLOWABLE SHIN STACK TO BE 1/-'. 12) ALL Ins IALLAf1CN ANCHORS HUSr BE MADE G•' CORROSION RESISTANT MATERIALS. 13 1 WMERE - ' REPRESENTS_ MOVING PANEL AND '0, REPRESENTS FIzED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CM: RT ON BACK OF THIS SHEET. N 1.) NOTALL CONFIGURATIONS LISTED ABOVE ARE SHOWM OM THIS DRAVI,VG. MOVEVER INSTALLAr1OM SEC fIOns 'A A' .9-9, A HWK STRIP DETAIL APPLY TC INS iILLATION OF ALL APPROVED CONFIGUP.ATIOnS. 151 FLORIDA EXTRUDERS 1000 SCRIEs SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APP IES 10 2000 SERIES —0 500 SERIES. P.EVI DESCRIPTION DATE IN[ �- L O P I D A INS EXTRUDERS $ANFO°D `L. I I TITLE: SLIDING GLASS DOOR INSTALLATION WITH P8 SCREWS DRAWN BY: BB I APPROVED BY: I i DATE: !2117/0i SCALE: Ni- IDWC .-'L=X;027 S:�i 11?•� .. 1 X 2., Y X 2 X 3/S r h A, 6 L'JON TO L'CN _ 1 u� T TJ C N LION . Jnbb C, Y?J ,Uq_, l _i?N P. Tv fii vFFT l� T rCK jAml_ J i ,:. 5 ,X 2 X 4.Xt3 r I71 i .. .A.. .d,Ci SNS ic_ TAPr 1C SMS 7L N A lrCh� ___ S X£ r r 41 C hl:::.,u`aT ( -�•.�� -- ,•>> 1 j NT±_F _:.,...._..A _ ScALANTEcTvcch I 1.. r v i Syq:ANT' SETVEEN :r' _.. 1v/ haXS $d7Ni~'f 6 LA- t-S VIG:FLAif ''� c"? At y . F , 3, y I ,1 ""—' , •m xM t'lkAtION r TAT?piN d l/G SEL 4 S. r s ' � .. �' I _ �'4'y Gx '.: �, .?r+'A .+�•� e � gam' S�CTtOi\ csTO fV 1:A=`A (11 ccC TiQN 8 'E 14030 � X 2 7/16 X 1/Q i X 7/16 X VIE "IM .. 3% TUBE IiJLLI{]h IDc� S.H. TUBE k".A LIQN cN ta10(! SR SEALANT RETWE R8 .Q 1 1/2 SELF n 7 ) JAME .CTYPJ ViNDoV. FU!t!`XS _ JAN.. C YP t LIIAV 7AP. ING SNS 3 Su _ SFCTION A —A (7i ! I' :S x i/2 SELF ma X 1/2 SELF TAPp PING SNS Q I. TAPPING SNc �_— c7 \\ IL IRY SEALANT H£TV£EN r ..- 1, VLVLOv £L4V•Es ... uE X s-1/2 SELF .. Ti TAi' L F+UX VEND1W FLA,YuES ._. .: t_.HI:..Li51 .: .. �.. •c a. 1 - -- .. i 7ZANT nETWEEiNi� ffG AAT h_ L N,JL.LIIiN. - , ...h.. .S .. 7 k n�*IT,e 1cl TAPPING SNS ;.SECTION A=A, i3)- SECTION �,—.t '4� �i I I' X 4 X 3/8 X 4 X ./G r. •`i`''T__ i I ' .. "---J T TU?E NLr�LiON i TL'.(.'A- .I�!=S7N TAPPING 1 INTERNATIONAL,INC ,� 2 SE. FLORIDA EXTRUDERS SANFORD, FLORIDA -LF 8 ?/_ SELF ?1tiC SMS ` .✓�T4 rihU SfiS _ ITLE: r7, - _ JUCI: ? 500 FI !,.I\GC SH �_ T j '::ur ' Y PT T �A2 MQLi T,I HnR �NTSL' IZ S=ALAN7-_;v_=v / ScA P, i.% _ _ L j i �ti rRrJ v = CA.r�'.� _ I 1 APPROVED BY: .. I m L-.Rg 0,14- - - , -2 1cA_ j'CN To C c C x c C.- 14 P.1-1./DESIGNEP SEALANT Bfl'��ZEN (APPUES TO �!AAS VWHERE I 2- pje;r .4(ULLjof�S AR� UZE0 VINE6V fD�-ES SILL <TYF.)-- SILL#S X 5/4 SELF A to 314 SELF CONCFFTE OR MASONRY BY OTHERS TAPPING SMS .TAPP! 'SMS V x l/s X.2 X.il/El KJLL L TLEE �!�ULL. -�- IJ Lr - ,2 X 2j'4 SELF SELF TAPPING SMS ms HEAD ITYP.) (TYP.), —A jQ 4 A SEALANT !JfTWEEN SCf-t.Tio #a X 3/4 SELF A -A Q) WiNnow FLANGES TAPPING SMS L MULLIW lar,o SEALANIT BETWErN r -M-* S.H. FSILL (TYF.- ',,.1,400W FLAN�-z —, I HEAD 1'7YF.) El EVATIC & 3/4 SEL I #S X 2/4 SELF A.. P.G SMS SF-CTl'G;N A -A (7) i ViElrjH) FPCM EXTERIG-F TAPPINIG SMS /- I x 4 X 3/9 I J— - I ./ -1;n- INTERNATIONAL INC X Fri iFLORIDA EXTRUDERS SANFORD, FLORIDA LANGE S H F_ E T OF NTA L MUI 1_ T CIN S E-C T 1 1 S 7 -71 i c u r r T CjL-pAr T E S MAW--f\ BY: APPROVED BY: I7 N J SILL (TYP.) 3ia S_LF / ;AFF N. SMS I !xxt/e TOLE MULLION SEALANT EETVEEN g WINu6W II FLANGcS- 1 L MULLION SEALANT BZTVEEN' u \-#2 x 3/4 SELF WINDOW FLANGES IO TAPPiN3 SMS L nUL': CN 00 S.Y.. HEAD ( I YP.) SEAL NT EETVZEN WINDOW FLANGES SFCTIOti A -A. l : i L HULLION IGGG P,V./DESiGNE r SILL. (TYP.) 42 X 3/4 SELF fTAPPiNG SMS / iXZ7n6xve f�1 TUBS=' MULLION SEALANT BETWEEN WINDOW FLANGES - L MULLION u "- 4C X 1/4 SELF —1aaG S.H. TAPPING sNs H�Ap (TYP.) SEALANT BETWEEN S7CTiQN c~ ._ (' jl WINDOW FLANL_S L MULLION �1nr,0 P,V./CESIGNEP, SEALANT B'cTVEEN SIi_L ' YP.) W[NOGV FLANGES \ yAPPLN:i SMS �. nn�t�lTf—lilT"1' i 'I :IaL M.UL [Lh'v c SILL (TYP.) r-ER X 3/4 SELF TAPPING SMS 1 X ^ _ X Sic T USEMULLION TYPICAL NNLLION TO CGNC2trc r, JAMS (.4=P2s TO JADE WHERE '` x 4" _ S' 2" X 4" TUBE 'MULLIONS s^n Q CONCRETE OR MASONRY �. BY :TREKS ONE BY WOOD_-' BUCK BY OTHERS Q Q c— 7NSTAL_'.i IGN ANCHOR 3/16' CIA TAPCGN SCcW ANCHOR (T'fc.) EXTERNAL HULLMIN INS7ALLAi[G1i CLIP - CENTRAL, FLORMA B. O. A. F. I` TA x 3/4 SELF 71t A p U'FA .TUC ER NAME S.K TAPPING SMS 1v1t�17Ua I HEAT, (T'fF':)�R/DAx7—RUDER SECTION A —A (2) I000 P.W.iDtSIGriER I I ( II� SILL (TYR) - #e X 2/4 SELF InQO P.W./➢ES!GNER TAPPING SMS 3/e i. t�._ SILL (TYP.) 1 X c ' X TUBE MULLION SELF GM tDi Ei\T CI / TAPPING SMS _JI A. II SEALANT BETWEEN VINDCW FLANGE - 8 N;JLI_Irre \ \—OE X 3/4 SELF —10CC S.H. TAPPING SMS HEAD (TYP.' S=CT!ON A. —A. (4 r 1000 P:../JES[GNFR SILL (TYP.) ( #Z X 3/4 S=Lr A: rING SHS X 4 X 3Fc r,n["-sal--itll�ll i i viiE i�L�_uGf, 2 X 4 X 3/2 TUB'S MULLiuN --Tall B A `- ep X 3/4 SFL,- i ELEy.Ai i_iV V;EI;EO FROM EX-'c=10R i900 S.N. --- EXTRUDERS INC !FLORIDA ISANFORD, FLORIDA iTITLE: S'_. ,, _ onn _ Jno -'_�:N'_ _ SH =_ L 1 ,] _ 1)R.AIrN BY: - ( AFFROYED SY: M I A M i•oA08 M IANI I-DADE COUNTY, FLORA • METRO-DADE FLAGLER BUILDS BUILDING CODE COMPLIANCE OFFT METRO-DADE FI.AGI.r•.R BUiLDr i40 WI;S*r VLAGLElk STRET71', SUI'IT' 1, MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX(3th)375 Prenldor Entry Systems CONTIWICOH 1.10ENSINC S1iC171 911 E. Jeferson, P.O. Box 76 (303)375.2527 EAX(305)375•: Pittsburgh XS 66762 CONTRACTOR t:1NIroltc'Eau:�N'r DWISI (305) 375.7966 V, (305) 375-: 1'►tol)u(m CON'1'1t01. UIVIS: (303) 375-2902 FAX (305) 3724 Your application for Notice of Acceptance (NOA) of Lntergy 6-8 S-W/E Inswing 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-Dac 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 t product or materiai at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke- modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Code. The expense of such testing will be incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raw tcoarigucz Chief Product Control Division THIS IS THE_COVERSHEET, SEE ADDITIONAL PAGES FOR SPECiFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. APPROVED: 06fOS1200i ffl7lt� 4-" Francisco 1. Quintana, R.A. Director Miami -Dade Cour►t)' Building Code conipliallce 001C Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to compiy-with_the South Florida Building Code (SFBC), 1994 Edition for Miami-[ 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.I The Series Entergy 6-8 S-!V/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Si,,(,Ic door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installe:d.ir non -habitable areas where the unit and the area are desi,ncd 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 hum( Protection systcm. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRENIENTS 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 tile: 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 OClieial or the South Florida Building Co. (SFBC) in order to properly evaluate the install ion of this systcm. tvlanu l Pcrc2, P.E. Product Co C Exam: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 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 'rid original submitted documcntation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation inith 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. I f any portion of the Notice of Acceptance is displaycd, 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 user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shrill be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T111S ACCE1)"ANCE Manu Perez, P.C.; Product Con tr scam Prod Li'ntroI Division o-COP-WL-MA01OQ•02 m FIBERGLASS DOORS Glazed Units 6'8" Height — Inswiq 2.0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3'6" Not Listed I Not Listed — — 1 1 I 1 f.l t r• 1 1. :1 2'8" + 1'0" 2'8" + 1'2" 2'10" + IT 02-0419.08 2'10" + 1'2" COP-WL-MA0143-02 (Application Filed) 52.0 NO 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 17 + 2'10" + 1'0" XO, OX, OXO 1'2" + 2'8" + 17' j 1'0" + 2'8" + 1'0" 1'G" - 3'0" + 1'0" 02-0419.08 + I IT" + 2'10" + 17' COP-WL-MA0144-02 (Application Filed) 52.0 NO 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" TV + 2'8" + 2'8" 1 2' 10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" + 2'8" + TV 02.0419.08 210"+2'10" COP-WL-MA0142-02 (Application Filed) 52.0 NO 3'G" + 3'0" I XX, OXXO 1 + i+ 2'6" + 2'8" + 2'6" + 2'6" 2'8" + TV + TV + 2'8" 02-0419.08 2'10" +2'10" + 2'10" +2'10" ' COP-WL-MA0145-02 (Application Filed) 52.0 NO 3'0" + 3'0" + 3'0" + 3'0" 1 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 strucfLres). National, state or local building codes specify the edition required. Masonile International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, ,:2012 & PA2f3?. Oak aft Masonite +nternatlonal Corporation MTEK" I`11WKCl.At1 F.N'I'MV MOON[ P"-A-4 eWY01 tnvr D-1 Ap11 29. ?(NIT . connnw-9programofp.di,nwwo.,mtulm)etlipctiftN6Dns.design7nop'od�t1 dn.Ni wbicel 10 th)r ge wdhoul DDllte. A a_COP`.WL:MA01{:00�02'awoo § FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing X X0, OX, OXO XX, OXXO 1 rL,�n COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO 2'6" _ 2'8" 2'10" 3'0". TV Not Listed Not Listed — 19=1MM-1,111 2'8"+IT FEMME, 02-0418.03 WL-MA0163-02 (Application Filed) 55.0 NO 28"+ 1'2' t 2 11-3" + 1'0" _ 3 '0" - 1.0:. 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Application filed) 55.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17' t 1'22" + 3'0" + 1'2" t 2'6 2'6" + 2'6" ( 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 2'1 V 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 (Application Filed) 55.0 NO TV + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 I( NO f 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" i 3'0" + 3'0" + 3'0" t. 1. Cccr a, rangernents using fewer panels than wha! is shotl.-i in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masoii,e.com) or from the technical center. 3. Installation instructions are available from the Masonite international website (tvww,masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic loc2tion 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 BCCO prolocol PA201, . PA202 & PA203. Oaks a.ft, A1 I .1:.. e:'1 Alt F.1 ky 1.100AN W.,T w,d faw,l— tnv) C>. ; PREM.^ ' (://.a,;. ❑ .� tiff Masonite International Corporatior. I � 1 6p,E 20, 2W2 Out C'Muv,a p*op,am of p,ocuo ontp,ovemcm makes speCifiCalio,,s. design and p,odutl 411Jit ;•<i`P to Chmge wit wt l rotro4 r— Glazed Units -- COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1' 1 or -Hal 1MIR in, 1•1' I �' , i. •, 2'0" 2'6" 02-0423.01 X 2'8" _ COP-WL-MA0146-02 (Application Filed) 40.0 NO j i i 2'10" 3'0" 3'6" Not Listed Not Listed — — ' 1ITIMUn, mnr.= Masonife International!'ll t r , , 1 2'8" + 1'0" 2'8" + 17' 2'10" + 1'0" 02-0423.01 2'10" + 1'2" COP-WL-MA0148-02 (Application Filed) 40.0 NO 3'0" + 1'0" I 1 37 + t'T' i r X;J. OX, .CX0 17 + 2'8" + 1'2„ 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0423.01 1'2" +2'10" + 1'2" COP-WL-MA0149-02 (Application Filed) 40.0 NO 1'2" + 3'0" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'i;' + s'0" + 3'0" f 2'5"+ 2:8„ 02-0423.01 2'10" + 2AW COP-WL-MA0147.02 (Application Filed) 40.0 NO _ 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2,8" + 2'8" + 2'8" 02-0423.01 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0150-02 (Application Filed) 40.0 NO 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements usicg fewer panels than, what is sriown 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. Inslaaa;ion instrections are available from the ?,r:asonite International website (www.masonite.com) or from the technical center. ;, Acht 2; design pressure requi. ament for a specific cuild'ng design R geographic location is determined by ASCE 7 (Minimum design loads for budings and other structures). National, state or local ouitaing 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 aft ARTEK- I I'f I- V.: 1..\SS V XTk YFn (ltl I:S W"l•.pv.JF;«p.uf��r Uenn i�U►W(lflA• O ❑ VVV� t.. M:.n 0•a1•rr 0. ar, Masonite international Corporation f j'J 2 ). 20"--2 Cur cm:ia K 7rc; ; . cl uros,"a apronlicm juke- spccd�c.: u•s. en r. ::_1 "xn Glazed Urdts FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Singles (width) 2.0" COP-WL-MA0166-02 02-0423.03 (Application Filed) 47.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed — — 47.0 NO • ir , , 2'8" + 17 , COP-WL-MA0168-02 02-0423.03 (Application Filed) 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" + 1'2" 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" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'1 On + 2'10" TO" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'1On + 2'10" TO" + 37 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" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. O akcraff MT EK" F'IRCKCI.ASS FNTKY ROOKS Non.T •wM F..rpru Emn 5w Apr, 29. 1002 0. commuind propnm of producs improvement makes speCftAions. design and product detail Sublecl to Cnan02 without noliec f.<ru.•.sIY ream Masonite International Corporation J y Opaque Units •<:'. C0P-WL-MA0100-02 ' FIBERGLASS DOORS 6'8" Height — Inswing 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" COP-WL-MA0101-02 01-1031.01 76.0 NO Not Listed Not Listed — — O• 1 Impact1 55.0 NO 1' X0, OX, OXO I15, R111111111 2'8" + 1'D" , III COP-WL-MA0103-02 DI' r 02-0109.10 (Application Filed) 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1 V 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 17 17 + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" 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" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" r370" + 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. 1 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 AFt' EK'" FIREKGI..ISS F.WIHY IJOOKS N T..e"W fO.rNu Em D" Ap" 29. 2002 G.,pcomu.n0 progn of proou l mprOvemem mAll specifUtans. pes.QO a-d prooua 0<WI SOOR<I 10 cn] g0 w,m0u1 n t (.<turiv<ly r.om �+ Ou• � Deer, Masonite International Corporation l 'F , COP-WL-MA0100.02: M FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing I' MasoniteI II' I I• I i I 2'0" TV X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — - I'Ralliii. 55.0 NO 1' X0, OX, OXO 1 1 2'8" + IT" I I COP-WL-MA0123-02 11 r 02-0109.09 (Application Filed) 2'8" + IT 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 T 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 17' + 2'10" + 1'2" IT + 37 + 17 2'6" + TV + 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-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" T6" + 2'8" + 2'6" + 2'6" COP WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 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. Oak xaff AR � EK`" ..I. 'fc --if E.<lua.•ely r FINF.RG1.ASS ENTRY DOORS NenT .o,nG i-wal.. t, Doom lAUYewn/✓Irv�i. � •+ Ou• a(y��Oaera ADM 29. 2001 Masonite International Corporation Our cononuinp program of prodUCt improvement makes specifications, desipn and producl oefad suOiea 10 cronpe wifnoUf notice. - �� IV Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing 11 2'0" . -Tan 1• COP-WL-MA0106-02 02-0109.08 (Application Filed) 1•• I 70.0 1. 1 NO X I' X0, OX, OXO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed I I �� 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 02-0109.08 2'10" + 1'2" COP-WL-MA0108-02 (Application Filed) 37 + 1'0" 3'0" + 1'2" — 1• 55.0 — 1. 1 NO 1'0" + 2'8" + 11'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 17 + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 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" + 37 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" + 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. O akcraff AR 4 EK " T er"I."C; rr..\�.c tN'I"HY RI�OOHC Non-G.a.."+E.e..N."EnvYOw., p(�C,, ❑ ! ICU E"Iw n�•.�� /i. � N br+ 29. 2002 Ow commwno Drooram of Product mDr MV1 makes soecificaws. despn +no Droouci Masonite I n[ e rn a t i o n a l C o r p o r a t i o n de1311 iubjed 10 cfun0e wifnouE nonce. - a I — Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing M.-RFUTTu -lingles-l(width)i 2'0" 2'6" X 2'8" 2'10" TO" TV , , COP-WL-MA0126-02 I , I 02-0109.07 (Application Filed) I • • , 70.0 I • , NO Not Listed of Not Listed — — 1om X0, OX, OXO , • , 2,8" + 1'0" , 1 COP-WL-MA0128-02 N MEN t.lr:l:lqq t 02-0109.07 (Application Filed) 55.0 I •, NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" +IT TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO IT+2'10"+1'0" 17 + 2'8" + 1.2' 1'D" + 2'8" + IT IT + TO" + 17 1'2" + 2'10" + 17 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (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-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + 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 structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Oakcraff •.1'Ic .1 AR k EK" —T--ro"auu E.0 Ooen E•<lu tly l•a m F1hEKC;4,Atiti F'N7'HYtDOORS April 29. 2001 0a, comimmng program of prooua improvement makes spailicalions. dtsign and poducl Masonite International C o r p o r a t i o n delad $01W to Cnange Wdhoul nolict. X Unit 6' TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r t I r• r • Width of door unit plus 1/2" • Height of door unit plus 1/4" 1 SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 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. April 29. 2002 Our commumg program or product imo—emmt makes specd,cal*nS. . oespn and product otuA subject to cnanpe wilnoul notice. XO or OX M'1-b'VL-1WA000-3.02 Unit SINGLE DOOR WITH 1 SIDELITE 7Y1;P. 6'8" UNIT 8'0" UNIT 13-15116' 17-1/8' MAXIMUM ON CENTER TYP. t • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Roughlil' "i • Width of door unit plus 1/2" • Height of door unit plus 1/4" ♦ ♦ ♦ t .t ♦ t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #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. f •<iui..<v ro... Alid29 20,32 Masonite International Corporation Om mni.+.. „ 4'— u' aoaeo .�n:ra a"am m•fn suca�aa•u�u. nefgn ane aeon wnMa io cnfnpe wnn0v1 "'.M • •Unit MIO WL MA0004,02 r SINGLE D••- 6• TYP. 6'8" UNIT 8'0" UNIT 13-15116' 17-1/8' MAXIMUM ON CENTER TYP. Ram l .L • 6 per vertical framing member - • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" I t t t t t t t f t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #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. April 29. 2002 QII� c0�,1•i�Y„�Q .V�V4"�U VI o�UO�c- � venlCnl 041Y.C3 SI�CC•I•a1V��'. OCS•00 p"C u 00C1 dud suVlecl to :c,nye wtlooul ool¢e. E,<lut�vely I,om Masonite International Corporation 6 oxxo tilt Unit DOUBLE DOOR WITH 2 SIDELITES 6- 6• CL TYP. TYP. TYP. TYP. 1 1 1 1 1 l l 1 1 1 l l 1 l 1 TYf 6'8- ~I (( (( 1 11 (I ( (1 (1 (~ 13- UNIT 8'0• UNIT 5/16" 17-1/8' MAXIMUM ON CENTER TYP. MilintI Rough Opening • t • 6 per vertical framing member Width of door unit plus 1/2" • 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: i. 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 X8 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 NDS 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. f ..iu.�v e�y from April 29. 2002 Masonite International Corporation Ow eontinwno poonm of produO vno.ove—k makes Sp-1-14M. desgn lnd Wodutl deull supleo to oinge wooui nolKe r XX Glazed Inswing Unit APPROVED ARRANGEMENT: or 41, FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 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. n MINIMUM INSTALLATION DETAIL: ' Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 a0 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n a Ho 00 00 00 00 00 00 05 Series 1067160 Series' 129 Series' 12 RA., 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be usea in the following door style: Eyebrow 5-panef. with scroll Oak raft AR A EK'" Iw:I101: R (LrA. 5n1 IN "I KY DOORS F4n-Ti.w.E FEa.N—En"Oaan PRC„D09l.11r/,.r Q April29.2002 Masonite International Corporation OW Co ttinump moetzm of otodun mates Spe,j,"I.nS, des.en rnd producl _ dead subsea to cNnpe wnnout nonce. XX Glazed Inswing Unit COP-M-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft a_ AR' EK" W.•a•.1- c�luc.l I IIIIM(:l •\.�\ ILNI NI' I)1lfrlll\ N T.o r:Mrrla" Fury Dow. April 29. 2002 Our commumo oroopm of Droducl improvemerl makes Soecdrw lions, design and oroducl detail S"olem 10 enanet without nw— f .rlur•.ely 1. o.n Masonite International Corporation r—•—• ----,- - XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 j " COpP WL MA0I 3; 02 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8••. Single Door with 1 Sidelite Maximum unit size = 6.0- x 6T Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. 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 a0 °® 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n F1 UU m n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL. 23 R/L. 24 R/L 107 Series108 Series 304 Series Series' -This glass in may also be used in the following door style: Eyebrow 5-panel with scroll. O ak raft AR 0 EK" E..1.,.. W orA. i. n T<xlura.l I Il1I NGL T\.1 LNIN\' 1101-1 —T—d fp g—E—y0 . PREM OR7 ,.i/.-��;.,. Cz� Q/1'Ii1i�G' Apn129.2IM2 Masonite International Corporation 0, Conl,n; `oV'anl of p,oducl m o,o,,jCnl Illss.ei SpC iCj1q S, oM,on 3,0 p•ocutl OCf]�1 ]uL1e:l IG G dnpC w�InOUI no1�Ce. XO or OX Glazed Inswing Unit . APPROVED DOOR STYLES: 3/4 GLASS: a an 404 Series APPROVED SIDELITE STYLES: o a a 129 Series 200 Series 12R, 12L, 23R. 23L, 24R, 24L Series FIBERGLASS DOORS FULL GLASS: as - 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O draft AR k EEC" I,111C.-.:\.\\ L.�"1 Nl DIIrIN� N Te.w EM.jY E.—y D.I. April 29. 2002 Our commump propnm or proouD vnprovemeM makes spwiiGlions. des.pn and product oeDu sja'en 10 cnanee wneloul nmee Masonite International Corporation • • rCOPWLMp01'44 02��=" Glazed Inswing Unit FIBERGLASS 4PPROVED O O } Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x IST". Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: a 0 d0b a a0 0 00 00 H 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: o n m m n 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' Taus glass kit may also be used in the following door style: Eyebrow 5,panel with scroll Oak raft M k EEC'• fq,..T•.wea faarpu E=Vr Goon r)nEMOGn�iI/1— ,_ ry W 1,1"L KCL /..Sti UN I Kl" U(><)K1 Ap,i129.2002 Masonite International Corporation Om cool.numo P�oo,am of product improvement makes SoKilicatrons. des.on and d,oduct dean suoteCt to cnanoe w,lho,d notice. • • COP-WL-MA0144-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: G a77 z 00 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: it S S: 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" .1 r , , I F1UL:1t(;LAS1 LN7"M)'DOOKS Ebn-Tc.a,rW FLc. Em Door April 29.2002 Our conlinump propnm or produn inprovernenl makes sWilicalms. design and producl detail suoKa to clUage wilnoid noliCC //��jj�`I,,, E.rlu.i re ly I,om PREMD '7�i.✓1 h n Q m cam• . o••r. Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: x . r 0 Double Door with 2 Sidelites Maximum unit size - 12'0" x 6'8" Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" 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-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 as 00 00 00 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 ■ M du n ° a 00 00 00 00 00 00 105 Series 106. 160 Series- 129 Series' 12 R& 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'- W.,..al-era n "Icaiurcd 1z11Mk(:LASS LN'I -V DOORS Nw T.. 4Fii—g uEnvy Doorr April 29. 2002 DN oonwu,ng Oroprann or otodvtl -orovennenl makes soHib(algns. design and WNW aelan suoRO to cnange .110" no — E a<la. rarely aaom .. Ouri�ay o Masonite International Corporation OXXO Glazed Inswing Unit 1 FIBERGLgASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-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 TN 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 raff Aft O EW" ViHLM1:L11S l:NINI 1)111 )1(l f+w,-Te.wr.J E-0ery�a,a E•vl boo.. April 29. 2002 Our conim-0 otognm of orooua rc orovemenl makes soecd2aivns. design and oroducl detail SAI M 10 Mange withoul n012e. f •cl uf•rely f.om El Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL•MA0147.02 8'0" FIBERGLASS DOORS 0 'a 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0" x 8'0' Design Pressure +40.0/-40.0 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: 1/2 GLASS: oa 404 Series oa as 822 Series 0 108 Series O akraff aaa� AR 4 EK'" VIIII:KGLASS LN IKV UOURS ry T— ra—rr.., E—,0—El LJY1 r1/l///, April 29,2002 Ov r Oao.• Masonite International Corporation Ow conenu,ng ,nogram of prdducl imdr0yement makes specifiations. design and produn detad S,bjecl 10 chi; wOhoul noece- 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 raff AR k Effl< I i—ACL,"S LKt N1 ,IHn)µ> ta,.T.—ie..p,n E. Dow, April 29. 2002 our Continuing program of product vnorovernerol makes SpKificahohs. design and product derail suoKct to change wilfqul now .. a.<wd.aT Iron Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP•WL-MA0148.02 810" FIBERGLASS DOORS O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0" 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-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: mm on nn 822 Series 1/2 GLASS: 0 E nn 404 Series 108 Series Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0" 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-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: mm on nn 822 Series 1/2 GLASS: 0 E nn 404 Series 108 Series Oak raft AQf 1 EK'" f,um fl❑IiNGI..\CC II v'rN\',Uf1n N> t,,.,a..W..a oe..rt,,, r 0°°^ a W (�'° n Ou Apol29.2002 Masonite International Corporation Ouf conimu.ng nwofam of p•opu_f vnprovcnfrnf makes zpttnrcJfgnz. Ots�gn Jno D•oautl W1, 5.41W f W cn]ngt -M., nQbc, XO or OX Co F l l; l Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 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). / aaf3� - -_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakiaraff AR 4 EK" ...1. •. n T'c a. u.c at 1'I IrIN(:ln C} lN'1'N)" 1)0{)N\ Ibn-T /MR.n Envl Ebui April29.2002 Masonite International Corporation Ow conanwrq 0(00r3m al produtl-D—emenl makes sm,ficalions. design and p•oducl OCUd su0jec, In cnanoe —mo nonce. OXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL'•MA0149.02 8'0" FIBERGLASS DOORS >+a?t O O 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 beefl 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.: 1011 an ao 822 Series 1/2 GLASS: Oak raft AR -4 EK'- I'IIURGLA\1 Ltu I NI',Ul>0-N Non-T-1—i—C—Envy 0.1 April 29, 2002 Out contmumg gtogtam at pto0ucl a,Orovetnem makes s=,t,calans. aes.gn ana p10du0 detail subiecl to change without note. El 108 Series �/)C.' Er<Ivlrrely fro•+ PREM aZ�.11,4 Q Masonite International Corporation Oxo Glazed Inswing Unit 8'0" FIBIERGL.,ASS DOORS APPROVED DOOR STYLES: FULL GLASS: v J: w. 810 Series 300 Series APPROVED SIDELITE STYLES: r o 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: 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). ,�/ &a 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'- eA.,r.:r, FIBERGLASS LN"rRy 000NS N T Fai g. Ewr Dew, April 29, 2002 Our conunuinp proprarll or drodud inloroverllent makes soecificalions. destpn and product delad suolecl 10 cnanpe without notice. E r<Iufiv<ly Iron + Ou Masonite International Corporation OXXO Glazed Inswing Unit .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: J. 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door with 2 Sidelites Maximum unit size =127 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 speciy the editionrequired. 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: oa 822 Series a El as 404 Series 108 Series U O ak�raff AR� EK'� U'..n.l�rarn 'rc.rurc•I it 11 (:K(:LAS.% LN'1'N)' 000K1 t-T..o,r.d{4.rtlau Eevr 0- April 29. 2002 Masonite International Corporation our ConUnu'ng program 01 produCt imOr Dvtmenl makes soecelCYl,Qns. design and produtl de1L1 SuDleCl 10 Cnange -1h0u1 n012e. to OXX0 . Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 0 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, 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 r13 O akraft AR 1 EK" I iti LRGLASS CNrNy "')-' r.b..T .o1.ea re..juu&wY Do CC,,'' ❑ / �. April 29. 2002 Masonite International Corporation Our Cpnlinuinp prppnT pl prppuct nprpvemMl TDkeS SpCC�IK]Igns. OCSiQp )nU pr00uc1 Mail SAW Iii eN-Qe "IhO l p01'Ce XX Glazed Outswing Unit APPROVED ARRANGEMENT. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0' x 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: ao ao as as as na 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 HU do� 0 0 a no as oa as an an 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 O ak raft AR EK- I,I II I:ItI�LT�\ l:�l'H\' Dllt)1f .\ Nen.Te.wrM fMraiau Envy Deon .. o�. roe... AOr429.2002 Masonite International Corporation Our commu,ng program of Drodoa —2,oremem makes SoeGbUtgns, design an0 0r0dua 0_i S.0". In mange wm,..t M., S XX Glazed Outswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: no as 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass 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_ ask gaff AFC k EK'" HULRGLASS LINT'.,.00KS T. w re.gp r^vl 0o April 29, 2002 Ow c 1.nwn0 Program o1 Dlodua makes sWifi a eon$. d<sgn and drodW dtlaa SUDItCI to CNng, r+dDov1 no1.Ct. n O•• , Doa.. Masonite International Corporation t M Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: ;r 0 ,. , 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 Maximum unit size = 6T x 8T Design Pressure +47.0/-47.0 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: 1/2 GLASS: n as 404 Series ao oa 822 Series 108 Series O ak raff AR 0 EK`" I:IeCKGLAS'S LN I'NY UOnuS Non-T .wnd Eaaq— Env, Ooms a PRbN van (::,// /.:. T o.. Apri129.2002 Masonite International Corporation ow commwnp progum of product mwow;menl makes speedy jn*ns. design and prpducl deta.l sunjecl to mange wilhoul nol.ce ILI I I al Ism I =1=1lfi�ll�i�ili��.� 19WHI. �01 Im Imi IF=_1J �JL 3 2 REVISIONS DATE: ECN NO. APPVD: I DESCRIPTION 11/00 - MWW I OTY (I) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT BY — 20 CA WIN. ENO SEES ATTACHED TO DOOR DOOR wSTAIM (TO ALIT) SIGN WITH PATENTED TOG-L-LOC SYSTEM crop. BOTTOM a CENTER). 11 T_ —VIEW 'B' 13 GA GALV. STEEL FUG BRACKET, EACH FASTENED TO WDOO JAMB WITH (3) 3/1H'xl-S/8' WOOD LAG SCREWS. LISTED HOM DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS gg AVAILABLE AS ANOPTION NEW 'C' X H�FIGIOUNf 7' 2' GA.V. STEEL TRACK - e Mw. TRACK THICKNESS:.060, Y c4S cOCKDOM ) Q n POSITION TYP. 2-1/x'xi2 GA. CAW. STEEL TRACK BRACKET. TWO POINT MOCKING • ({) TRACK BRACKETS PER SIDE. ry lWt TOP BRACKET REPORT#9606C 3' x 20 GA U-BYES Oxim mom"` I' I' '' II '''' '' I1 '' I II II '' II '''' II II UPATTERN O.E. TWO U- -BARS IN A 2-1-2-1 LnW HFAnRmu aPf1DN L— � 1� L1'� I l�l � I� ONE U-eNS ON Nt7Q ON BOTTOM SECTION, —LION. ErC.) ::: SCRLYSLOCATI N OFOPTIONAL N0O5 AOPTIONAL OUTSIDE KEYED LOCK POSITION NN(. 000E WIDTHLEVA IB'-0' OwaOF EFVAIiW< _ _ _ 14 G_ FND HINGES 1fl f INIYRMFDBTF XWf.F NOTE 1: I/�x-T TAG RSQiEWS ON 19�1 01A WNlI VIEW �O' DOORS UP TO 7'-0• HIGH CONSIST OF a) SECTIONS SHOWN . FRONT FRAME WITH U.V. WASHER REOUwFD. TAG SCREWS WY BE COUNTERSUNK ODORS 0\TR 7'-0' taGN consrsr of (s� sEcilons (rSor vNawN). cGAnNc ON ouTvoE SURFACE (Bur INor REgUIRED) ro 1'R7x0E A FLuvN MaRITeNc - STOP MWtDwc BY Oooa wsrAL3ER (TO suTr) $O6ALE FDRIZONTAI JAMBS W NOT 1R/fN3FR LOIN. 20 GAL WN. CALV. STEEL ENO S74E y 7V71Z;SA8.�ff_ 2x8 YELLOWPNE JAMB 2" 7HICIC LOR O crrxw20 CA G4LV. STEEL INTER. SIBS W NMOLDED INSIDE SECTION R-B 12 GA. GALV. STEEL 121CK LIFE RETAINER - BRACKER FASTENED TO WV00 JAMB 25 Gl MIN. STEEL pa,3/4' PAN HEAD SCREW29 SION COATED WITH C-40 MIN. (10 SCREWS PER LITE) 3 8 x{ $IFEYE ANM]IORS O1217ENDERS (C-90 WITH ONE S/18'PER TRACK TAG ACKET. CA�LVANIzwG. BAKED -ON PRIMER. BIOCX) OR 24' GENIES (ZEE YW. CONCRETE) OR PER REACH BRACKET. AND A BANED-0N POLYESTER I/4'x{' UONCR SC11EM5 ON 1]-I/2' CENTERS (2000 7/18 IA. ROUND T TOP COAT APPLIED TO BOTH SNAP UTCH ENGAGES P9 MIN' CONCRETE). WASHERS wCiDOED WITH FASTENER (ONE PflT ROLLflt) 18 CA CAL.V. STEEL CENTER NeNCE SIDES OF STEEL SKIN- 12 CA GAIV. SiEE1 TOP G+TD NRfIG�1 TflAGK. SLEEVE ANCHORS, I' 0.0. MN. WASHER REOIIRFD NGES FAm]IED TO INTER. Si9E5 W {) ROLLER BRACKET. EACH ONE SNAP UTCH ON WRH TAPCONS. ANCHORS MAY BE COUNTERS UNN 12 CA GALVTEEL TRACK TRACK BRACKETS. i{AShNED TO EI mLES Fi\CNw NacS/8' SNFET MEL.L SCREW BRACKET ATTACHED W/(4) FA171 SIDE OF ODOR. tali NOT REORRED) ro PROVIDE A iLUSN AND INTER. STYE ( TRACK ATTACHED TO EACH BRACKET I{x3 8" SNIEET METAL SCREWS /1{x5/H' SHEET METAL MOUNTING SURFACE HORIZONTAL JAMBS 00 HOT SHIP LAP JOINTS. SCREWS.- TRANSFER ADM. WITH ONE 1/4k5/8• BOLT & HUf {) 1 4"x3/{• SE3F TAPPING SCREWS PER ETD HINGE. OR TWO 1/4' DIAL RIVETS. WTSIOE KEYED HANDLE ENO ENO 2" Dll SHORT STEM. 10 BALL STEEL ROLLER. 14 GA. GF STEEL STILE STILE JAMR CONFIGURATION MARK WESTERnELD. P.E ENO HINGE FiEN FASTENED TO ENO LATER. PREPNUTNN OF JAMBS B'Y OTHERS. crCTKIIN C{ FLORIDA P.E #48495 SSTILES HEET ARf�AL Ih5/B' MOE HANOE STILE NORM CNNOLJNA PM /23832 i. 3' TALL U-BAR H (4) 1/4'x3/4' SELF ITSIOF�KE: n OCK LOCK BAR 20 GA. GNLV. STEEL TAPPM SCREWS. fl .Ti cHinr� OPTION °� IN DESIGN LOADS: +24.0 PSF & -24.5 PSF MIN. YEI D STRENGTH: 50 KSI OUTSIDE TRACK ON NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL E1EUENTS EACH SIOE SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF HANDLE OF fXNR. RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE _d 3" 3' TALL x 20 GA. GALV. STEEL U-BATS ENO .SLIDE 801E WITH CURRENT ... CODES . ME LOADS LISTED ON aMAO1PL fxAWawS ARE 9GIIm N BONE - W A 2-I-2-I PATTERN (I.E. TWO U. STILE — ENGAGES THIS DRAWING. aN — A nNsm Yit (t7@95a). PART NO.: I-7/H' L ON BOTTOM SECTION. ONE U-BM ON NEXT INTO VERTICAL Uelaaa SlnGd OthWWiaa 312 wOIIIUt A $life 1600 -r SECTION ETC.). ELF U-BNG ATTACHED TRACK ONE IDEAL Cincinnati OH 45202 WITH MILE LOCH SELF TAPPING SCREWS EACH ON LOCKINGc,CLOPwM/P.opNG P DUCTS CO. Td No. I!�,OH 845202 PER STILE LOCATION. EACH SIDE W LLOPAY BUIIDING PRODUCTS CO. TOLERANCES are OF 000". �H. stw'aa.e,�aycwt. .0 = t.03 uYA�HHa ComuzL Fox No. I-513-762-35)9 „ws..wT.I,I.. > aINM�Aw SECTION A -A (SIDE Hex) wn sL 'ELT :—t N PW co —L Fa a .00 t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD I OCK OPTION cpx.y. Nix mUc. �,,,y na,K n .000 a t.005 13 CA CALV. STEEL BOTTOM BRACKET. % IL^^Mh . aA .9« . a o000 tool DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. D ATTACHED WITH (2) /14a3/8' SHEET METAL SCREWS. "- ' Io.— —aI .9 waralrorn f__) TLUWNUM EXRIUSION j11114 C lJl Degrees t I/T CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF t SIZE NNYL WEATHERSTRIP.Third Angle 4 _ UnN«a Statee Ower.Iaa Projection DIMENSIONS ARE w INCHES. DWG. NO.: 102138 REV. N0. 1 DN, lJ C A MODEL: 6RST (25 GA. STEEL SKIM) MODEL: 4RST (24 GA. STEEL SKINS LISTED OPTIONAL 058 GLASS OR 1/8• ACRYLIC UTES AVAILABLE (SEE SECTION B-B) (1) INTERMEDIATE' STILE ATTACHED W/ TOG-L-LOG (TOP & BO1� AND URETHANE ADHESIVE CENTER) 20 CA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (ALbNG �-• --A TOP, BOTTOM & CENTER). c� 0 i o � a 'I REPORT#9606C I 25 GA. MIN. GALV.-/ LOCK POSITION (BOTH SIDES) STEEL SKIN COATED WITH A BAKED -ON PRIMER I� TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT DES OF STEEL SKIN. rC ONE 3' TALL x 20 CA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE M OP HAL VNENTS '--� A ON LOCK SIDE EACH SIRE OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. MAX. DOOR WIDTH 9'0' INSIDE SLIDE BOLT O ` /14x5/8' SHEET METAL SCREWS LOCK OPTION DOORS NOTE ORLUP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5i SECTIONS (NOT SHOWN). Z REVISIONS NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 1 A4 II/00 - MWW QTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3' TALL U-BAR 20 GA. GALV. STEEL 1J 3. ••• HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)JI D 13 GA GALV. STEEL FLAG BRACKET. 16 CA. GALV. STEELTOP I EACH FASTENED TO WOOD JAMB WITH ROLLER BRACKEET..EACH ACH I BRACKET ATTACKED W/(J) (3) 5/16•x1-5/8' WOOD LAG SCREWS. /14x5/8" SHEET METAL NOTE: DOUBLE TRACK • ca TRACK CONFIGURATION LOW HEADROOM IS -SHIP LAP JOWM w x AVAILABLE AS AN OPTION 0 14 GA GALV. STEEL o ENO HINGE EACH 0 FASTENED TO ENO SfBFS W/(t) Itas/B' 1 2" GALV. STEEL TRACK, N SHEET M AL .L. MIN. TRACK THICKNESS: .060" & (4) 1/4'x3/4' SELF S TAPPING SCREWS. x C` 3' TALL x 20 GA GALV. v TYP. 2-1/2•x12 GA. GALV. STEEL TRACK BRACKET. STEEL U-BAR. ONE U-BAR i. (4) TRACK BRACKETS PER SIDE. PER SECTION. EACH U-BAR ATTACHED w WITH TWO 1/4"x3/4• SELF TAPPING a0 SCREWS PER STILE LOCATION. LHR 70P BRACKET DODUCBK HORIZONTAL TRAFRONT FRAME COATING ON WITH U.V. OUTSIDE SURFACE DOU�C O O VERTICAL JAMB ATTACHMENT 4W000 FRAME BUILDINGS): yo7� `g T, �nA .0j%0 LOW HEADROOM OPTION 1/4- x3/4' SELF 1/2"x3' LAG SCREWS ON 24 CENTERS: 1. O.D. MIN. '\.11\� I144/8 SHEET METAL SCREWS. ii- WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB GLASS OR OPTIONAL 10 SCREW TAPPING SCREWS. ALUMINUM EXTRUSION 1/8• ACRYLIC LITE WINDOW UT 14 GA END HINGES 18 GA INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & VINYL WEATHERSTRIP. SECTION T SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. MEW 'B VIEW .c. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMBS `20 GA. MIN. GALV. STEEL END STILE 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6"xl-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" OIA. RIVETS. 20 GA. GALV. STEEL INTER. STILE SECTION A -A (SIDE VIEW) #8x3/4' PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C-go BLOCK OR (10 SCREWS PER LITE) END 20(X1 PSI MIN. CONCRETE COLUMNI: MOLDED INSIDE �� 3/8°x4' SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER INTER. C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/4 x4 TAPCON SCREWS ON 24CENTERS (2,000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, 1" O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT INTER. STILE OUTSIDE HANDLE TRANSFER LOAD. OUTSIDE KEYED HANDLE t 18 GA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) #14x5/8• SHEET METAL SCR 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) 14x5/8" SHEET METAL SCREWS AND 4) 1/4"x3/4' SELF TAPPING SCREWS PER ENO HINGE. END I u% STILE OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION �2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. PREPARATION OF JAMBS 8Y OTHERS, c°oR ,,,P ,C• � LIM... Staled Oth—i°e J IB CONFIGURA (�yON j AY WNG PRoaxasM. TOLERANCES.. SECTION C-CC-C a s.m.w, ,1..e, aw, .0 NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS "10°' °1Oiab1'• 4i4WiAi4 .00 - t.015 / e t IV Pd cevn,t. ratan to SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ee,... tH. ,wuc. ,,,oy ree°x M .000 t.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE �_-T Tx -ry d0rt1Oa" an° .0000 - t.001 MARK WESTERFIELD. P.E. Maas n th«.oen. 9 / WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON 1148495 � Degrees a t1 Z THIS DRAWING. NORTHFLORID P.E.AP.E. �// Third Angle UW— Stated Otherei. NORTH CAROUNA P.E. �23832 Projection DIMENSIONS ARE IN IHCHE 11 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. oxtmw. oPixars wa swm w ewe .« nm A RNYD srx (ueoul. PART NO.: - IDEAL 312 Ci cinnob, OHH 4522 „ BYA<OooEOoeWuc F. N.. I-513-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. CHECKED BY: MWW DATE: 4/18/00 SHEET i OF 1 SIZE B DWG. NO.: 102137 REV. N0. i wntuluL 's�vujl.j1 D'jJSJJlvw L;JV. ,FORM 60OA-2001 X FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: "1965 Builder: DR HORTON Address: ,;��t c"DE-SDALE: Gtg� Permitting Office: City, State: SAt,�t=0TZ-A Permit Number: Owner: -:�>. Q , 0,09-co� 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: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms _ 4 b. N/A SEER: 12.00 _ 5. 4s this a worst case? _ ye - 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Glass area & type - a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 - _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types - a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft - c. N/A b. N/A - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons -a. -Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 - _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft2 b. N/A _ c. Frame, Wood, Adjacent _ R=11.0, 302.0 ft2 - d. N/A _ - c. Conservation credits e. N/A (HR-Heat recovery, Solar - 10. Ceiling types - DHP-Dedicated beat pump) a. Under Attic R=19.0, 2005.0 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: Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASS Total base points: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 7)�)E,\ DATE: p3. C) I hereby certify that this building, as designed, is in _'ompliance with the Floriqa Energy Code. OWNERIAGENT: DATE: 41-;z-3 jt?s Review'of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS r 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 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 i Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 r Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -31.8 -6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p -31.90 -6443.8 Raised 0.0 0.00 0.0 Base Total: -6423.6 As -Built Total: 202.0 -6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 40014.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 40014.6 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) -1.9 -383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: -383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1967.0 -0.28 -550.8 1967.0 -0.28 -550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 I WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8694.0 1.000 (1.078 x 1.160 x.1.00) 0.402 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0 EnergyGaugeT"" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 _ WATER HEATING & CODE COMPLIANCE STATUS �^ Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit. = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 j 13503 4147 10495 28145 STgT�oAc+ �yo1Z11E � A � c � EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details 4 I ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST on air. have combusti RA-99 nTHFR PPFSCRIPTIVF MFASI IPFC /mncf hn mn4 nr avrnnrinrl by �11 re rl----- COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly markedcircuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings; mechanical equipment and plenum chambers shall be mechanically attached, sealed; insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:. R-6.min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. L EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@)/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A _ 5. • Is this a worst case? yes _ 6. Conditioned floor area (ft2) 1967 ft' c. N/A 7. Glass area & type _ .a. Clear - single pane . 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A _ 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=l 1.0, 302.0 ft2 _ _ 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, 2005.0 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: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A 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) zUE sT in this home before fmal inspection. Otherwise, a new EPL.Display Card will be completed AV based on installed Code compliant features. Builder Signature:] Date: Address of New Home: qqJ C p_ �ES� G�p_r_a ;� City/FL Zip: 5AAiMRD, Fa.,, 0 Va *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 EnergyStar"mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters_ For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) For: D.R.HORTON Notes: Weather: Orlando -AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh '-` Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method . Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating,Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 470F 0 OF 1383 cfm 0.041 cfm/Btuh 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 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling. Equipment Load .Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.057 cfm/Btuh Load sensible heat ratio 82 % Bol<alic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjg1-itsoft Right -Suite ResidentialTI 5.0.64 RSR26016 2002-Feb-28 18:59:12 /ICCK E:\Files\DR HORTON 2002\1 965\1 965.rsr Page 1 a � RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House --, DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1:1 x210 cfm x 32 OF WinterTD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Prnrnrinrn R - Crrmmnr lrvFil4r�fi^" UTRA 1. Summer infiltration AVF .0.40 ach x 15736 ft3 x 0.0167 2. Summer infiltration load 1.1 x 105 cfm x 18 OF Summer TD = 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = and door area 105 cfm 2081 Btuh 8.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 , x 43 gr/lb moist.diff. x 105 cfm = 3100 Btuh rivuCuuiC iv - r-yuipmum 011.1119 waus 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sumofventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation_ load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh "Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,y „�/�� wrtgh$soff Right -Suite ResiderrtialTM 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCK E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: tin ta. 1 Name of room Entire House LIVING LAUNDRY MBTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ftl heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg I Clg (ft2) Htg Clg 5 Gross a 14B 4.6 2.1 1248 " * "*' 320 "" *'*' 0 '•*• **" 0 "•* *•'* Exposed b 12C 2.9 1.9 48 '•'• "•' 48 '* ' •*•' 0 *•*' ***' 0 "•* " walls and c 13C 3.2 1.2 320 '•" '••• 64 *"• •"' 80 "" •*" 48 "*' '••' partitions d 0.0 0.0 0 '*" •"* 0 "" 0 "'* '•" 0 '••• '•" e 0.0 0.0 0 »» ••» 0 •»• ••*• 0 ••» •»• 0 »•• ,»• f 0.0 0.0 0 .». .*** 0 ».. .**. 0 .*» *.» 0 6 Windows and a 1C 37.0 '* 168 6209 "" 55 2033 *" 0 0 •••• 0 0 •**• glass doors b 8C 37.0 •' 54 1996 "*' 0 0 '*** 0 0 '**' 0 0 ***' Heating c 9A 29.9 " 0 0 "" 0 0 "`* 0 0 '•" 0 0 '•" d 0.0 0 0 "" 0 .0 "*' .0 0'*" 0 0 e 0.0 '• 0 0 0 0 "•* 0 0 "" 0 0**'* f0.0 0 0 0 0 "•' 0 0 "" 0 0 ***' 7 Windows and North 20.4 16 *'** 325 3 "" 59 0 *'*' 0 0 "" 0 glass doors NE/NW 39.4 80 '*•• 3152 32 '** 1261 0 *'*• 0 0 •'•* 0 Cooling EIW 0.0 0 •'** 0 0 "'• 0 0***' 0 0 "" 0 SE/SW 47.4 126 "" 5975 20 '•'* 953 0 "' 0 0 "•* 0 South 0.0 0"*• 0 0*"' 0 0 "" 0 0 '*" 0 Horz 0.0 0 - 0 0 '• ' 0 0 "*' 0 0 "" 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 147 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) It 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a. 28.5 8.0 260 7400 20811 75 2135 600 18 512 '1441 0 0 0 13 Subtotal loss=6+8..+11+12 "" 30561 "" "" 8048 **** •*•* 1334 "*' "*' 581 '•'• Less external heating "" 0 **" '*" 0 "*' ** * 0 "" "" 0 »** Less transfer ""' 0 '••' "•* 0 " ' ""' 0 •'•' "•• 0 14 Duct loss 10 % 3056 *'*' 10 °/ 805 *•" 10°/ 133 "" 10 °/ 58 '•" 15 Total loss = 13+14 "" 33617 "' 8853 *"' "" 1467 **•' *•*' 640 '* ' 16 Int. gains: People @ 300 5 •"* 1500 0 "•' 0 0 *'** 0 0 "" 0 Appl. @ 1200 2 "*" 1800 0 "" 0 1 •'•• 600 0 •"• 0 17 Subtot RSH gain=7+8:.+12+16 "'• '•'• 22195 '*" •*'* 46" '•'" "*' 1129 "'* :"' 417 Less external cooling »„ ':" 0 "» "" 0 '»• •»' 0 »'• •••• 0 Less transfer „» •"' 0 *•'• •"' 0 "» ,»• 0 ,•» 0 18 Duct gain 10°/ *"' 2219 10°/ •"' 464 10°/ "" 113 10°/ "" 42 19 Total RSH gain=(17+18)*PLF 1.00 '•" 24414 1.00 "" 5108 1.00 '•*• 1242 1.00 "•' 458 20 Air required (cfm) "" 1383 1383 **** 364 289 ***' 60 70 "'* 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gFtatsoft Right -Suite Residential TM 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC I, E:\Files\DR HORTON 2002\1 965\1 965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 i 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 -- NINIVUHL J: /in t0. 1 Name of'room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE N01 Htg Clg (ftz) Htg Clg W) Htg I Clg (ftz) Htg Clg (ftz) HtgClg 9 5 Gross a 14B 4.6 2.1 136 "*' *"' 88 '*" **** 208 **** **** 88 Exposed b .12C ' 2.9 1.9 0 ""' "" 0 "*• •"• 0 *•** :*** 0 **** ••** walls and c 13C 3.2 1.2 128 •'*' "** 0 "`* "`* 0 **** **** 0 **** **** partitions d 0.0 0.0 0 * *' '*" 0 •*** **'* 0 **** **** 0 **** **•• e 0.0 0.0 0 ..* ..** 0 ..*. ... 0 ..*. * 0 ..*. ..,. f 0.0 0.0 0 ..*. .... 0 **.. .... 0 .*.* ..*. 0 ..:. ...* 6 Windows and a 1C 37.0 *' 32 1183 "'• 16 591 '**' 16 591 ' 16 591 glass doors b 8C 37.0 *' 0 0' 0 0 - 0 0' 0 0 Heating c 9A 29.9 " 0 0 ** • 0 0 *"* 0 0'*" 0 0 d 0.0 ** 0 0 "'* 0 0 0 0 0 0 e 0.0 " 0 0*"* 0 0 *'*' 0 0'**` 0 0" f0.0 '• 0 0 0 0 0 0•"' 0 0•"' 7 Windows and INorth 20.4 0 •'* 0 0 *'*' 0 2 '*" 41 2 '*** 41 glass doors NE/NW 39.4 32 '*** 1261 16 "" 630 0 '*" 0 0 "'* 0 Cooling ENV 0.0 0 "*` 0 0'*" 0 0 "'• 0 0 *'*' 0 SE/SW 47.4 0 '*'* 0 0 "'* 0 14 *'*' 663 14 •"' 663 South 0.0 0 "" 0 0 "" 0 0 *'•' 0 0 "*` 0 Horz 0.0 0 "'• 0 0 "*• 0 0 •"* 0 0'*" 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 .0.0 0 0 0 0 0 0 0 0. 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 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 Of 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 1 8.0 321 911 2561 16 455 128 161 455 1281 16 455 128 13 Subtotal loss=6+8..+11+12 "'• 4235 *'** "" 1925 "'* '*" 2890 '*•' "**' 1869 Less external heating ••'• 0 •••* •**• 0 **•* ••** 0 ***• **** 0 .... Less transfer "'* 0 '*" *'•• 0 "•• ***• 0 •*** **•• 0 •••• 14 Duct loss 10 °/ 423 "*• 10 % 192 '•*' 10°/ 289 " ' 10 °/ 187 15 Total loss= 13+14 •'•* 4658 "" - 21171 3179 "" -- 2056 **" 16 Int. gains: People @ 300 1 "" 300 0 "" 0 0 "'• 0 0 0 Appl. @ 1200 0 0 0 0 0 "'• 0 0 •'*' 0 17 Subtot RSH gain=7+8..+12+16 "" "'* 2711 "•* *'*' 1250 "" "" 1601 "`• '*" 1250 Less external cooling '*•' "'• 0 ••'• *••• 0 •*** •••* 0 ••*• *** 0 Less transfer •*" '*" 0 *' *"' 0 "" '* 0 "" •**' 0 18 Duct gain 10% "" 271 10°/ "" 125 10°/ "'• 160 10% "" 125 19 Total RSH gain=(17+18)*PLF 1.00 '**' 2982 1.00 *"' 1375 1.00 '*" 1762 1.00 "" 1375 20 Air required (cfm) •"* 192 169 "" 87 78 "" 131 100 "" 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrujHtso-FC Right -Suite Residential 5.0.64RSR26016 2002-Feb-2818:59:12 ACCA E:\Files\DR HORTON 2002\1 965\1 965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NWNUAL J: tin to. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit Option 8.0 fli heat/cool 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF CS . HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg (112) Htg Clg (112) Htg CIg (11:2) Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 **** '*" 144 Exposed b 12C 2.9 1.9 0 0 "** '*" 0 **** •'** '*•* ••'• walls and c 13C 3.2 1.2 0 "" ***' partitions d 0.0 0.0 0 0 '*" 0 e 0.0 0.0 0 .... .*.* 0 0 .*.. *... ..** .*.. f0.0 0.0 0 * .* .*.* 0 *... 0 .*.* ..,* ...* 6 Windows and a 1C 37.0 " 0 0 *"' 33 1220 * 0 0 glass doors b 8C 37.0 ** 54 1996 ***' 0 0 0 0 '**' Heating c 9A 29.9 " 0 0 ' 0 0 "" 0 .0 d 0.0 " 0 0 0 0 0 0'*" e 0.0 ** 0 0 " ** 0 0 "" 0 0 If 0.0 ** 0 0 ,*.* 0 0 ...* 0 0 ...* .*.. 7 Windows and North 20.4 .5 **'* 99 4 *"" 85 0 **'* 0 *'*' glass doors NE/NW 39.4 0 " ' 0 0 "** 0 0 *"' 0 '*'* Cooling E/W 0.0 0 '* 0 0**** 0 0 "'* 0 **" SE/SW 47.4 49 **" 2329 29 ' 1367 0 '*'* 0 South 0.0 0 "*' 0 0'*" 0 0 "** 0 *'* Horz 0.0 0 **** 0 0 *"' 0 0 *'*' 0 ***' 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 146 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 25.51 8.0 54 1537 4321 33 939 264 01 0 0 '-')5839 13 Subtotal loss=6+8..+11+12 '"' **** "" 3656 **'* "" 183 Less external heating '*** 0 **** *'*' 0 ***' "** 0 Less transfer *"' 0 **** '*'* 0 "** *** 0 14 Duct loss 10°/ 5EA '*'* 10°/ 366 10°/ 18 '**' °/ "** 15 Total loss = 13+14 **" 6423 "'* **** 4022 201 16 Int. gains: People @ 300 4 '*** 1200 0 *"' 0 0 - 0 **** Appl. @ 1200 0 ***' 0 1 ***' 1200 0 **" 0 "** 17 Subtot RSH gain=7+8..+12+16 "** **'* 5127 **'* "" 3826 **'* :"' 240 Less external cooling **** **** 0 "'* '*** 0 *"' *'** 0 **** **** Less transfer "** **** 0 "*' '*** 0 '*" **** 0 ***' 18 Duct gain 10°/ **" 513 10% *'*' 383 10% ***' 24 0/ '*** 19 Total RSH gain=(17+18)*PLF 1.00 *"* 5640 1.00 '*** 4208 1.00 *'** 264 *'** 20 Air required (cfm) **** 264 320 **** 165 238 *'*' 8 15 **** Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wngl t,tsof C Right -Suite ResiderrtialTm 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:\Files\DR HORTON 2002\1965\1965.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 i W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 i� BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wreghtSoft Right -Suite ResideMialTM 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCX E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 4' both du to r.OF ao •/F--tight 3' bath duc to roof cap ./fan L, stake :1/8"=1'0' rU cd A < N to C3 N ' O f Z n A / D tz Must have a nini clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. N 2..L j S (A m \� O / N N j O W W CO G (U o N O z ~ z f— I Ln o m LL Q U Rating o 6r } co W > z 5o Z o ili � a a Of D o D ma. _1000 i 1 MiTeke February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : I3634707 thru I3634727. Total : 21 drawings. Job :DR1965F Builder D.R. HORTON Location :BAKERS CROSSING, LOT County : S E M INO LE AN Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21. Truss drawing. 2) Truss Index. February 17, 2003 Jun 'Idle Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 13634707 1,"\DR1965F\a11.tre" 13634708 2,"\DR1965F\a13.tre" 13634709 3,"\DR1965F\a15.tre" 13634710 4,"\DR1965F\a17.tre" 13634711 5,"\DR1965F\a19.tre" 13634712 6,"\DR1965F\a2.tre" 13634713 7,"\DR1965F\a7.tre" 13634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\ag1.tre" 13634716 10,"\DR1965F\ag2.tre" 13634717 11,'1DR1965F\b.tre" 13634718 12,"\DR1965F\bg.tre" 13634719 13,"\DR1965F\cg.tre" 13634720 14,'1DR1965F\j.tre" 13634721 15,"\DR1965F\j1.tre" 1 3634722 16,"\DR1965F\k.tre" 13634723 17,"\DR1965F\1.tre" 13634724 18,"\DR1965F\m.tre" 13634725 19,'1DR1965F\s.tre" 13634726 20,"\DR1965F\s1 Are" 1 3634727 7.2002 ® WARNING - Ver{ jy design parameters and READ NOTES ONTRIS 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 fabrloatlon, 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, WI53719. r Symbols Numbering Systems AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each c2 73- other. o WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; ; Q �' joint and embed fully. Avoid knots and wane plates I/8" from outside edge of c) O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lices p at /4 length(+ 6" from C7 06 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is'to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dinTension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. "'ACLIP FORM018,019 MAPJG NAIL HYDRO-AIR(g) ; C d Job Truss Truss Type ty Ply D R H RT N 13634707 DR1965F A ROOF TRUSS 16 1 (optional) A U- PAN-TH, L N W D, L, MiTek Industries, Inc. 4.201 SR1 s Aug 1 MiTek Industries, Inc. Wed Aug 07 1 8:42 2002 Page 1 11-0-9 7-1-3 13-6-10 20-0-0 26-5-6 32-.10-13 40-0-0 qi-0-9 I 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:73. 5x6 = 5.00 FIT 5 5x6 a� 5x6 4 6 2x4 2x4 i 3 7 2 8 1 9 v[ [v 0 0 3xB = 14 13 12 1110 3x8 = 3x4 - 3x6 = 3x8 = 3x4 = 3x6 = + 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): [2:0-4-2,0-1- 1, [4:0-3-0,0-3-01, (6:0- -0,0- - 1,[8:0-4- ,0-1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951/0-8-0 Max Horz 2=-224(load case 5) Max Uplift 2 = -984(load case 4), 8=-984([oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES - (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard i1 B No, 4 5161 Y � STATE OF August 7,2002 ®WARMNO - 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 AVAN 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 Installlnp. and Bracing Recommendation available from Truss Plate Institute, 583 D'Ono4lo Drive, Madison, Wl53719. 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 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. Lumbering System J2 J3 J4 TOP CHORDS ca Q WEBS J5 0 0 O O Shy V V a ce c7 ce 00 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 dinTension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4000 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 , FORMOl B4O19 G""'G-"'A'� OfY®RO,A/RO 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 ty Ply D R H RT N 13634708 DR1965F A11 ROOF TRUSS 1 1 w (optional) A U- PAN-TH, LON W D, FL, Mi ek Industries, Inc. 4. 1 R1 s Aug 1 t ek Industries, Inc. Wed Aug 07 12:38.743,2002.age 1 11-0-4 5-9-14 I 11-0-0 17-0-0 23-0.0 29-0-0 34-2-2 40-0-0 11-0-0 1 1 1-0-6 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale =1:71. . 5x6 = 5x6 = 5x6 = 3x4 = 4 5 6 7 5.00 FTT 2x4 2x4 3 8 2 9 .10W, �1 o d 3x8 = 15.14 13 12 11 3x8 — 4x6 = 3x4 = 3x6 = 3x8 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 _ 11-0-0 Plate Offsets MY): [2: -4- -1- 1, [4:0- -0,0- -41, [5:0- -0, -3- 1, [7: - - -41, [ :0-4- -1- 1, [14:0- -0,Ed el LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (Ib/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=-134(load case 5) Max Uplift2=-1082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p IIE J .•�L !�• it • i v No. 4 5161 a STATE OF • r August 7,2002 ®WARNING - VerM design parameters and READ NOTES ONTmS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek 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 Incotpotatlon of component is responsibility of building designer - not truss designer. Bracing shown is for lateralsupport of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbtcing 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 A 4 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. MI ®��® Symbols Numberings System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t �4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property ,securely seat. t�8„ YB� J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each cz Q other. o WEBS J5 a:3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o h, 3 �,� 3 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c� O a X at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 1 /4 length(+ 6" from c„ C, at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. O 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP - FORM018,019 GANG-NAu. f/YORO.lOR® r" Job russ Truss Type ty Ply RH RT N 13634709 DR1965F A13 ROOF TRUSS 1 1 (optional) LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1.s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07 1 : :44 age 1 11-0-9 6-9-14 I 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 11-0-p 1 1 1- 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:71.3 5x6 = 2x4 II 3x4 = 5x6 - 4 5 6 7 5.00 12 2x4 �� ij 3 _ L V1 m ZS28 _ 2 9 i1 10a o d 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 =3x6 = 3x4 = A 9-1-14 17-8-0 22-4-0 30-10-2 40-0-0 9-1-14 8-6-2 4-8-0 8-6-2 9-1-14 Plate Offsets (X,Y): [ :0-4- -1- ,[4:0-3- - -4 , -0, - -41, -4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=154(load case 4) Max Uplift2 = -1 065(load case 4), 9=-896(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16 = 3436, 15-16 = 2877, 14-15 = 2877, 13-14 = 3281, 12-13 = 2877, 1 1-12 = 2877, 9-11 = 3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEi145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 13�V '� • Na.451 aE of • • tc. August 7,2002 ®WARNING - Ver{ fy design parameters and READ NOTES ON TB73 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. Applloablllty 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 bNeIng of the overall structure is the responsibility of the building designer. For general guldance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST•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, Wl53719. Symbo0s PLATE LOCATION AND ORIENTATION 13i. * 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. Numbefing System J2 J3 J4 TOP CHORDS cz Q WEBS IJ5cr OO � O a ce a ce 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® ��® PANEL TM CLIP FORM018,019 MANG-NAIL (9) HYORD AIR 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 russ Truss I ype ty Ply H RT N 13634710 DR1965F A15 ROOF TRUSS 1 1 (optional) A U- A- N W L, i e Industries,Inc. 1 s ug 1 I ek n Inc. Wed Aug 07 T2—.-4—f-.Z-4=age 1 ,1-0-9 7-9-14 15-0-0 20-0-0 25-0-0 I 32-2-2 40-0-0 11-0-0 I 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale = 1:71. 5x6 = 5.00 (-1'£ 2x4 II 5x6 = 4 5 6 5x6 5x6 3 7 CC _ 2 8 1 9 di Ia 0 0 3x8 = 14 13 12 11 10 3x8 = 3x4 - 3x6 = 3x8 = 3x6 = 3x4 = �. 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets KY): [ -4- ,0-1- 1, [3:0- - -41, [4: - -0, - -41, [ -0,0- -41, -41, [ -4- -1-81 . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 > 765 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except' TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1951/0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-174poad case 5) Max Uplift2=-1045(load case 4), 8=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with, exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEfl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard f r` * No.4.51E1 STATE OF .OR I aL August 7,2002 ®WARNING - Vsr{ fy design parameters and READ NOTES ON TB7S 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 or Individual web members only. Addlflonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consulf CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrlo 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, *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. Numberings System J2 J3 J4 TOP CHORDS c2 Q 0 WEBS J5 cc 0 0 U; ' ; O O s+tiI ace a UO- BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 GANG -NAIL ® . HYDRO A'1R 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 r14 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. v. Job russ Iruss Type ty Ply R HORTON 13634711 DR1965F A17 ROOF TRUSS 1 1 (optional) A U- PAN-TH, LONGWOOD, FL, Mi e n ustries, Ina 4.201 SR1 s Aug 1 Mi ek Industries, Inc. Wed Aug 07 12:38:45 2002age 1 11-0-9 6-1-3 I 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 11-0-0 F I I 1-0-6 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 scale = 1:71.4 5x6 = 5x8 = 5.00 12 5 6 3x4 3x4 4 7 5x6 5x6 3 8 n 2 9 1 107 FM d b 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 8-4-11 17-0-0 23-0-0 31.7-5 40-0-0 8-4-11 8-7-5 6-0-0 8-7-5 8-4-11 Plate Offsets (X,Y): [2: -4- -1- 1,[ - - ,0-3- ,[ - -0, - -4 , -1 - - 1,[ - - ,0- - 1, 4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-194(load case 5) Max Uplift2=-1023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard �pj [3��� No. 4 51 E1 ,fir STATE OF ,. ailL August 7,2002 ®WARNING - Verify design parameters and READ NOTES ON Tms AND REVERSE SIDE BEFORE USE. IMM 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 dablllty during construction is the responsibility of the erector. Additional permanent br�bcing 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 Speclfloatlon, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 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 ca c� other. o WEBS J5 a:3, Place plates on each face of truss at each * For 4 x 2 orientation, locate a ; f Q '' joint and embed fully. Avoid knots and wane plates I/a" from outside edge of U O a _ at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lices p at I/4 length(+ 6" from C8 C, c6 panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mrfek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is'to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 M iTek® engineer. ® 15. Care should be exercised in handling, IPM TM {\�0 PANEL erection and installation of trusses, ©lgg3 Mitek Holdings, Inc. CLIP FORM019,019 [TANG NAIL ® HYDRO.lZR® �, f Job Truss Truss Type ty Ply R HORTON 13634712 DR1965F A19 ROOF TRUSS 1 1 (optional) A U- PAN-TH, LON W D, L, Mi ek In ustries, Inc. 4. 1 R1 s Aug 1 Mi ek Industries, Inc. Wed Aug 07 1 :46 2 Page 1 -1-0-9 6-9-3 12-10-10 I 19-0-0 21-0-0 27-1-6 33-2-13 40-0-0 g1-0-0- I I 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 1:76.2 5x6 = 5x6 = 5.00 12 " 3x4 3x4 4 7 " -5x6 5x6 _ c? 3 8 ao 2 9 41 to— . la 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-14 19-0-0 21-0-0 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets (X,Y): [ :0-4-2, -1- 1,[ :0- -0, - - 1,[ - - ,0- -41, (6:-3-0,0- -41,[ :0- - ,0-3-01, [9: -4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ib/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=214(load case 4) . Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES W - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASES) Standard No. 4 5161 • '� Y • •�, ' STATE OF 1 Q � 44y (`/ phph !l NAL August 7,2002 AwAmNO - Vervy design painameters 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 responsibility of the eiector..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, DSO.89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI $3719. iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *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 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca Q e WEBS J5 O _ o U ; ' ; O O U ~ o ce c7 cs r- 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 HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N MiTeko O TM PANEL - CLIP ® HYDRO-AIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type ty Ply R H RT N 13634713 DR1965F A2 ROOF TRUSS 2 1 (optional) A U- PAN- H, L N W D, L, MiTek Industries, Inc. 4.201 R1 s Aug 90 9001 MI ek Industries, Inc. Wed Aug 07 1 :4 age 1 I1-0-9 7-4-14 14-2-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 11.0-9 1 1 1 1-0-0 7-4-14 6-9-2 5-10-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:71.4 5x8 = 5 5.00 F12 4x6 6 2x4 II 4 3x4 7 5x6 i 5x6 3 1 16502 =1 8 '§x8 = 8x8 = c 0 00 aD c v 2 9 aI 1 104 Id 0 0 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 II 2x4 II 5x8 = 2x4 II 7.4-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40-0-0 I 1_ I 7-4-14 6-9-2 6-4-0 2-6-0 5-5-6 5-5-6 6-1-3 Plate Offsets (X,Y): [ -1- - - 1, [-3-0,0- - 1, [1 -4-0, - - 17:0-2-1 - -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 . BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz TL) 0.05 16 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0-oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=224(load case 4) Max Uplift 2=-476(load case 4), 16=-1021 (load case 4), 9=-587(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 =-839, 9-10 =14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2, 1021 lb uplift at joint 16 and 587 lb uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 113 f u * : No. 4.5161 aE of ; • August 7,2002 ®WARNING - Ver M 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 bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property �34 * 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 14, C7 �� other, o a WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 a �ti o _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from c„ c, panel adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/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 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 IIIIIIll TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR Job russ Truss Type ty I Ply D R H RT N DR1965F A7 ROOF TRUSS 1 2 13634714 (optional) A U- AN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Aug 7 1 :4 Pa -gel 1-0-9 3-9-14 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 36-2-2 40-0-0 11-0-0 1 1 i 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale = 1:71.3 ` 9x17.5 M1116 = 9x17.5 MII16 = 4x6 = 7x8 = 4x8 = 2x4 II 5.00 12 4 19 20 5 21 22 23 24 25 726 27 28 8 29 30 9 2x4 c 2x4 3 10 _ ci 2 11 � 1 12;Iv 2o oI d 3x8 = 18 31 32 17 33 34 356 36 37 iss 39 40 14 41 42 13 3x8 = 3x4 = 5x6 = - 3x8 = 2x4 II 6x10 = 3x4 - 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 1 1 i 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 Plate Offsets KY): [ :0-4- -1- 1, [4:0- -1 - -51, [ -4-0, -4- 1, [ - -1 ,0- - 1, [11: -4- -1- 1, 14:0-5-0-,d el, (17: - -12,0- - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 MI116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D "Except` TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2 = -3822(load case 4), 11=-3710(Ioad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17-33=12016, 33-34 = 12016, 34-35=12016, 16-35=12016, 16-36=13795, 36-37=13795, 15-37=13795, 15-38=13795, 38-39=13795, 39-40 = 13795, 14-40=13795, 14-41 =8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 (b uplift at joint 2 and 3710 lb uplift at joint 11. �j 6) This truss has been designed with ANSI/TPI 1-1995 criteria. •..••••••..•• 7) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: .•iFla • Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. . Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. �• Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 'Jk 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, = ��Q 4J1�1#. 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.5lb down and 305.11b up at 13-0-12, 159.51b down and 305.1lb up at 15-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and 305.11b up at 19-0-12, 159.51b down and 305.11b up at 20-11-4, 159.51b down and 305.11b up at 22-11-4, 159.51b +� ; ; down and 305.1lb up at 24-11-4, 159.51b down and 305.1lb up at 26-11-4, 159.5Ib down and 305.1lb up at 28-11-4 0'� �� �� STATE and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 on top chord, and •. �, J•` 625.11b down 577.61b 7-0-0, 46.01b down 9-0-12, 46.Olb down 11-0-12, 46.Olb down at 13-0-12, '. and up at at at a R M. 46.Olb down at 15-0-12, 46.0Ib down at 17-0-12, 46.Olb down at 19-0-12, 46.Olb down at 20-11-4, 46.Olb down at � •.r.e..•s 22-11-4, 46.0Ib down at 24-11-4, 46.01b down at 26-11-4, 46.0Ib down at 28-1.1-4, and 46.Olb down at 30-11-4, "A / and 625.11b down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the ` building designer. 9) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. August 7,2002 AWARMNO - Vsr(jy design parameters and READ NOTES 0NT11ZS 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. Addltional 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 Speciflcatlon, and HIB-91 M iTek® Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, SB3 D'Onotrlo Drive, Madison, WI53719. F-r— 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-Nall Joint/Plate Placement Chart. (Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 Q 0 0 cr U O 0N - U a ce a ce 0O 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. 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 4011, 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® O TM PANEL CLIP FORM018,019 GANG -NAIL ® HYDRO•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 �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 russ Truss Type ty Ply D R HORTON �l DR1965F A7 ROOF TRUSS 1 2 13634714 (optional) N- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 R1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 7 1 :4 age LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1 .33, Plate Increase = 1 .33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 i� 13 ;,��,"S • * ' No. 4.5161. � Y � STATE OF =� August 7,2002 ®WARNING - Ve ft 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 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, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing SpecIicatlon, and HIS-91 iTek® Handling Installing 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. 0 0 *For 4 x 2 orientation, locate plates 1 /8" from outside edge of o truss and vertical web. *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 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 r BEARING Indicates location of joints at which bearings (supports) occur, MiTek® PANEL TM CLIP FORM018,019 GANG-hWL Q #"DRO,AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty Ply H N 13634715 .'� DR1965F A9 ROOF TRUSS 1 1 (optional) A U- AN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 MAT s Aug 20 2001 Mr aIndustries, Inc. Wed Aug 07 12!38:49 2002 Page 1 11-0-9 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 q1-0-0 I I I t I I 1-0-6 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1.0.0 Scale = 1:71. 5x6 = 5x6 _ 3x4 = 5x6 - 3x4 - 5.00 F1Z- 4 5 6 7 8 2x4 2x4 3 9 2 10 1 1 1� ITA d o 3x8 = 17 16 15 14 13 12 3x8 -- 3x8 - 4x6 = 3x4 = 3x4 = 4x6 - 3x8 - 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 I i 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets (X,Y): [ -4- -1- ], [4: - - ,0-2-41, ], [ -4], [1 -4- ,0-1- 1, [1 - - ,Ed e] LOADING (psf) SPACING 2-0-0 CST DEFL in (lac) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress lncr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC ILL Min I/dell = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (Ib/size) 2 = 1951/0-8-0, 10 =1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift 2=-1096(load case 4), 10=-963(load case 3) FORCES (lb) - First Load Case Only - TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558; 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 113 • No. 4 5161 � ,k A Y A �1 /�3�TATE CF O R �nraL August 7,2002 AWARMNO - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek 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 GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTek® F Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties... TOP CHORDS 2. Cut members to bear tightly against each cz 73 other. a WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; ; 0 joint and embed fully. Avoid knots and wane plates/8" from outside edge of c� O_ a �ti is at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lices p �14 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 LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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. e_ ® 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, ��® PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP 41 FORM018,019 "'O''"G ��� ® HYDRO -AIR® Jab russ russ ype ty Ply HORTON 13634716 DR1965F AG1 ROOF TRUSS 1 1 (optional) A U- AN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 s Aug 90 9W1 MiTek Industries, Inc. Wed ug 1 :51 20-0�age 1 11-0-9 7-6-0 I 14-9-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 q1-0-p 1 1 1 i 1-0-6 7-6-0 7-3-0 5-3-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:71. 5x6 = 5 5.00 FTY 4x6 6 4 3x4 -- 7 5x8 3 II 5x6 cc 3 7 165x1 2= 1 8 11. 8x 1 0 8x8 — ao v. 2 3 II 9 1 19 10� . 6 5x8 = o 3x6 = 18 14 13 12 11 3x6 = 2.50 (-1'£ 5x8 = 7-6-0 14-9-0 20-4-0 23-0-0 28-5-6 33-10-13 40-0-0 7-6-0 14-6-0 7-3-0 5-7-0 2-8-0 5-5-6 5-5-6 - 6-1-3 21ate Offsets (X,Y): [ :0-2-4, - -01, f 3- ], 1 -4- - - 1, [17: - -41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.53 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 HOrz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D `Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 702/0-8-0, 18 = 646/0-8-0, 16=1732/0-8-0, 9 = 863/0-8-0 Max Horz 2=223(load case 4) Max Uplift 2=-420(Ioad case 4), 18=-538(load case 4), 16=-662(load case 5), 9=-601(load case 5) Max Grav 2=715(load case 6), 18=886(load case 6), 16=1732(load case 1), 9=872(load case 7) FORCES pb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1518, 3-4=548, 4-5=605, 5-6=929, 6-7=153, 7-8=-692, 8-9=-1357, 9-10=29 BOT CHORD 2-19=1342, 18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12-13=4, 11-12=1159, 9-11 =1164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6-16=-860, 12-15=771, 7-15=-638, 7-12=-139, 8-12=-660, 8-11 =136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer !�` �� should verify capacity of bearing surface. t 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb .,•���• / uplift at joint 18, 662 lb uplift at joint 16 and 601 lb at joint 9. ��, •. uplift �..� 8) This truss has been designed ANSI/TPI 1-1995 ' ��'•, with criteria: �; �, 9) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. No.4-5161 LOAD CASE(S) Standard � r STATE OF16. �V August 7,2002 AWARMNO - VerVy design panamefers 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 loaded vertically. Applloabillty 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 MW 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 Handling Installina and Bracing Recommendation avolloble from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI53719. �Tek® Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -44 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye" J2 J3 J4 owner and all other interested parties.. 1„ 4 TOP CHORDS 2, Cut members to bear tightly against each c7 other, o WEBS J5 a:3, Place plates on each face of truss at each *For 4 x 2 orientation, locate Ccjoint 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 /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 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 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 dirTTension 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 PA erection and installation of trusses. © 1993 Mitek Holdings, Inc. {"� CLIPNEL - FORM018,019 GANG nuuL ® HYDRO,AURO C. Job russ Truss Type ty Ply D R HORTON 13634717 ') DR1965F AG2 ROOF TRUSS 1 1 (o tionall A U- AN- H, LONGW L, Mi e n ustries, Inc. 4.201 SR1 s Aug 20 2001—M--iTWInP@ustnes, Inc. Wed Aug 07 1 :4 :4 age 1 .1.0-0 7-6-0 14-9-0 16-7-3 22-0-0 23-0-0 1-0-0 7-6-0 7-3-0 1-10-3 5-4-13 1-0-0 • 4x8 II Scale = 1:49.8 6 2x4 II 2x4 II 5 7 8 [? - 2x4 II 5x8 4 2x4 II 2x4 II 3x4 - o 3x10 li 4 7 1 = 5.00 12 3 2x4 Ii 2 0 00 v vv 2 11 1 2x4 II 5.8 = 2x4 II 0 2x4 II 2x4 II 3x4 = 10 „ . 2.50 12 2x4 II 7-6-0 14-9-0 20-4-0 22-0-0 I I 7-6-0 7-3-0 5-7-0 1-8-0 _late Offsets (X,Y): [4:0-1-4, --01,[7:1- -14, -1- 1, [ -4- -1- 1,[ :0- - -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 14TQ 0.52 Vert(LL) 0.16 2-11 >999 M1120 249/190 TCDL 7.0 Vert(TL) - 0 2-11 >831 Lumber Increase 1.3 B 4 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) . 2=715/0-8-0, 10 = 1135/0-8-0, 7=357/0-8-0 Max Horz 2=416(load case 4) Max Uplift2=-3570oad case 4), 10=-679(load case 4), 7=-247(load case 5) Max Grav 2=715lload case 6), 10=1135(load case 1), 7=404(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1564, 3-4=-1353, 4-5=383, 5-6=366, 6-7=-71, 7-8=34 BOT CHORD 2-11 =1383, 10-11 =-48, 7-9=-4 WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-10=-1074, 5-9=-370, 6-9=-473 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10.considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide 357 2, 679 lb IN 13 mechanical connection (by others) of truss to bearing plate capable of withstanding lb uplift at joint s uplift at joint 10 and 247 lb uplift at joint 7.►��4// 7) This truss has been designed with ANSI/TPI 1-1995 criteria.ti 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' ,'�Q► �Q�'. 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. } LOAD CASE(S) Standard :+ No. 4.5161 r - �/ ;STATE OF10 R IDS �o'NaL August 7,2002 WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. now 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 iesponsiblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® 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, *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 Q WEBS J5 O _ 0 U u O O ~IN 0 a c8 cr ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM CLIP» FORM018,019 [ae.NG NnJL @ NYDRO,AIRO 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. y Job Truss russ ype ty Ply R H RT N 13634718 DR1965F B ROOF TRUSS 1 1 i (o tionall A U- PAN- H, L N W L, Mi ek Industries, Inc. 4. T s Aug 1 MI ek Industries, Inc. Wed Aug 07 1 :5 Page 1 -1-0-0 5-3-14 10-0-0 14-8-2 20-0-0 21.0-0 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.9 4x6 = 4 5.00 12 2x4 2x4 3 5 2 6 ?' 7 Ia 3x4 = 8 3.4 - 5x8 - 10-0-0 20-0-0 - 10-0-0 10-0-0 - Plate Offsets (X,Y): -1- -1- 1,[ -1-8, -1- [8:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TU -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD- Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6 = 1004/0-1-8, 2=1024/0-8-0 Max Horz 2 = 123(Ioad case 4) Max Uplift 6 = -521 (load case 5), 2=-536(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 536 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !� iE 13 No. 45161 • OT ♦}��E V[/�) F ORI aL August 7,2002 ,&WARNING - verVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- -— 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 bNcing 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 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. SymboBs Numbering system AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 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., 4 TOP CHORDS 2. Cut members to bear tightly against each cs c� other, O WEBS , J5 cc 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/s" from outside edge of c� o V at joint locations, truss and vertical web. a o 4, Unless otherwise noted, locate chords laces p I14 length(+ 6" from � C, C' at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is,to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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, _e ® 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, IBM PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP .. FORM016,019 [RANG -NAIL ® f1Y0R0,A/R® Job russ russ ype ty Ply D R HORTON 13634719 DR1965F BG ROOF TRUSS 1 1 (optional) - AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Aug 1 : age 1 .1-0-0 5-3-14 10-0-0 14-8-2 20-0-0 21-0-0 1-0-0. 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:38.1 46 = 4 2x4 II 2x4 II 5.00 12 3x4 3x4 2x4 II 3 5 2x4 II x II x.ii 2 II 6 'Ilt 7 Ia 0 25 26 2x4 II 10 2x4 II 27 2x4 II 28 9 29 2x4 II 30 8 31 2x4 II 32 33 - 3x4 = 3x4 - 2x4 it 7x8 - 2x4 II 2x4 II 5-3-14 10-0-0 14-8-2 20-0-0 5-3-14 4-8-2 4-8-2 5-3-14 plate Offsets (X,Y): [9:0-4- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 950/0-8-0, 2 = 951 /0-8-0 Max Horz 2=126(load case 4) Max Uplift 6 = -596(load case 5), 2=-5350oad case 4) FORCES IIb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-6=-1677, 6-7=34 BOT CHORD 2-25 = 1471, 25-26 =1471, 10-26 =1471, 10-27 =1471, 27-28 =1471, 9-28 = 1471, 9-29 = 1470, 29-30 =1470, 8-30 = 1470, 8-31 = 1470, 31-32 = 1470, 32-33 =1470, 6-33 = 1470 WEBS 3-10 = 60, 3-9 =-485, 4-9 = 507, 5-9 =-484, 5-8 = 59 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSl95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at i 15-1-1, and 10.81b up at 17-1-1, and 17.71b up at 18-11-1 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. � ....� 8) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ''1FI�+',,/ �. 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. lce . LOAD CASE(S) Standard. 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 No. 4.5161 Uniform Loads (plf) * Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 . � ' Concentrated Loads (lb) OTAT �� _ Vert: 10=10.8 25=17.7 26=10.8 27=10.8 28=10.8 29=10.8 30=10.8 31 =10.8 32=10.8 33=17.7 p •� August 7,2002 A WARNING - VerW design parameters and READ NOTES ON Tms AND RE VERSE SME BEFORE USE. Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is iesponslblltty 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 OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. 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. ,All Y8„ *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 cz ca WEBS J5 Cr _ oir o O O sti " U r- a ce cz c) 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 dirrvension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oeo" 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 lips PANEL TM CLIP FORM018,019 MANG NAIL HIMRO-AIRO 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. - _J Job russ Truss Type ty Ply DR HORTON 13634720 DR1965F CG SCISSORS 1 1 (optional) A U- PAN-TH, L N W L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 1 age 1 -1-0-0 4-0-15 7-6-0 10-11-1 15-0-0 16-0-0 1-0-0 4-0-15 3-5-1 3-5-1 4-0-15 1-0-0 Scale = 1:29.0 4x6 = 4 5.00 t2 2x4 2x4 = 3 5 8 5x8 = 2 6 7 1 2.50 12 3x4 30 7-6-0 15-0-0 7-6-0 7-6-0 Plate Offsets (X,Y): (:0-1-11, - -71, ( -1-11, - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0` Plates Increase 1.33 TC 0.34 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-95(load case 5) Max Uplift2 =-41 2(load case 4), 6=-412(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 = 1935, 6-8 =1935 WEBS 4-8 = 969, 3-8 = -394, 5-8 = -394 NOTES (7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ^v b V * No. 4.5161 r STATE 4F � c o R L August 7,2002 A WARNING - Ver(%y design parameters and READ NOTES ON Tffi3 AND REVERSE SIDE BEFORE UM. 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 OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Rocommonclation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® 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, T *For 4 x 2 orientation, locate plates 1/e" 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 Cz WEBS 4 J5 Cr o _ o O a u U O a c8 c7 ce 00 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 dirTTension 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® JIM PANEL TM CLIP= FORM018.019 GA YG-NAIL HYDRO -AIR ® 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 russ Truss Type Qty Ply D R H RT N 13634721 DR1965F J ROOF TRUSS 14 1 (o tionaU 'ACCU- AN- L N W , Mi ek Industries,Inc. 4.201 SR1 sAug 1 Mi a Industries, Inc. Wed Aug 07 1 Page 1 -1-0-0 7-0-0 { 1-0-0 7-0-0 3 Scale = 1:19. 5.00 FTT 2 4 2x4 - 7-0-0 I 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3,=234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz 2=221(load case 5) Max Uplift3=-250(load case 5), 2=-168(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard * : No. 4.51 f 1 i SPATE OF �- / L 0 R lD�'�'� �o poll Au ust 7 2002 ®WARNING - Verify design pammeters 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 Incorporationof component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. AddBlonal permanent brbcing of the overall structure B the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff GST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftio Drive, Madison, WI53719. M iTek® L.... .-. _. . -- -._-. Symbo® S 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 sec.urely seat. *For 4 x 2 orientation, locate plates/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-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. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 O _ o O a U O a FL-ce c, cr. r0 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® lip PANEL TM CLIP GAJYG-ftA'L' O HYOKO,AW O 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. Ir Job russ Truss Type ty Ply R—H-0—WITi N 13634722 DR1965F J1 MONO TRUSS 10 1 (optional) A U- PAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07 1 :4 : age 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:6.3 5.00 12 2 2x4 — 4 1 ' 1-0-0 1-0-0 Plate Offsets (X,Y): [2: -1- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=168/0-1-8, 4=10/Mechanical, 3 = -7/Mechanical Max Horz 2=53(load case 4) Max Uplift2=-128(load case 4), 3=-28(load case 5) Max Grav 2 = 168(load case 1), 4 = 100oad case 1), 3 = 23(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-33 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEX45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard Ir 3 3: * : No.45161 • Y STATE OF V L August 7,2002 A WARNING - Ver{ jy 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 IMM Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslblilfy of building designer -not buss - 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, consuB OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION -44 13i. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. ,A„ *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 o _ o ; cc O a u U O F- a ca a ca BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 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", 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 PANEL TM CLIP FORM018,019 ® HYOKO,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 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 russ Truss Type ty Piy D R H RT N 13634723 DR1965F K ROOF TRUSS 4 1 (optional) A U- PAN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 1 i e Industries, Inc. Wed Aug 07 12:3&59 2002 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:15.7 5.00 FTT 2 1 4 2x4 - 500 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TQ 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 1 55/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift3 = -1 74(load case 5), 2=-152(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !� i1FrEE— IFS . No. 4 5161 • '�` - yk 0 pC 'y �4 STATE F V �;••A%t o R �oniaL August 7,2002 &wmm O - VerVy design parameters and READ NOTES ONTws 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 IoNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. M iTek® F_ Symbols PLATE LOCATION AND ORIENTATION -44 10,1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. �A„ '/8 *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. 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 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM016,019 Numbering System J2 J3 J4 TOP CHORDS cz c� WEBS JS Cr o_ o O O F- a ce c7 C' BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke O TM PANEL SLIP GANG-"'""` ®- OfYORO,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 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. il Job Truss Truss Type ty Ply DR H RT N 13634724 DR1965F L ROOF TRUSS 4 1 (optional) A U= PAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 R1 s Aug 20 2001 MiTek Industries, Inc. Wed Aug 07 1 -Pagel -1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:10.5 5.00 r 12 2 1 4 2x4 — 3-0-0 3-0-0 GOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC ILL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2=101(load case 5) Max Up1ift3=-97(load case 5), 2=-144(load case 4) FORCES (ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds.at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard l.i STATE OF L August 7,2002 A WARNING - VerVy design parameter and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design void 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 veiticalty. 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 bNcing 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 Installinq and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI $3719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint,unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *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 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 Q WEBS 4J5 _ ocr o O CL 1y is U Q 0 a ce c7 cs 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 Ed! @ MiTeko O TM PANEL CLIP . ® HYDRO -AIR O �,� `^ r'i ram' j i�� I ��� � �� t =. �� i•, i � 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 ftr spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type Qty Ply D R HORTON 13634725 DR1965F M ROOF TRUSS 4 1 (optional) A U- AN-TH,LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Aug 07 1 1 Page 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:6.3 5.00 12 2 4 1 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2 = 53(load case 4) Max Uplift3 = -25(load case 5), 2=-138(load case 4) Max Grav 3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1pir [3�1SJ t� * . NO, 4 5161 ; ,k Y NSTATEOF • �'�••� a R coax''' �QNaL August 7,2002 AWARNINO - VeWy design parameters and READ NOTES ON THM 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 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 GualBy Standard, DSO.89 Bracing Speclflcatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTek® F-- 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, y8" *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 40,10 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 Q WEBS J5 o _ o 3 O a.p �+ti U r- a BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 Im! 0 MiTek@ PANEL TM CLIP ® OfYORO,A/R O 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 ty Ply DRH RT N 13634726 DR1965F S ROOF TRUSS 2 1 (optional) A U- AN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4. R s Aug 20 20D1 MI ek Industries, Inc. Wed Aug 7 1 :4 :0 Page 1 -1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 4 = 1:20.1 9 3.54 FTY 3x4 3 8 2 r d 10 11 7 12 6 5 2x4 II 3x4 - s. 2x4 = 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0c08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 188/Mechanical, 2=634/0-11-5, 5 = 397/Mechanical Max Horz 2=218(load case 2) Max Uplift4 = -243(load case 3), 2=-535(load case 2), 5=-353(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44 BOT CHORD 2-10=1001, 10-11=1001, 7-11=1001, 7-12=1001, 6-12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.Olb up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) 1 Vert: 1-4=-74.0, 2-5=-20.0 ►►\ ������Dk+C.I/ Concentrated Loads (Ib) _1.♦„ •,••'..ii•. Vert: 8=10.1 9=-161.7 10=21.6 11 =-12.1 12=-52.1 '�7:; �Qti .4� +.• /1f� v: • * : No, 4 5181 r STAT 4 R laO'*''��"k So aL August 7 2002 A WARNING - Verify 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 an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibilBy 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 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION t 3/. * 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. Lumbering System J2 J3 J4 TOP CHORDS c2 ZC7 J5 cc o _ o cc U u h 3; O a �+ u UOa . 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 CLIP FORM018,019 HYDRO-AIRO 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. f Job I russ Truss ype ty Ply D R H RT N 13634727 DR1965F S1 ROOF TRUSS 2 1 (optional) 'A U- PA -TH, LONGWOOD, FL, MI ek Industries, Inc. 4.201 S111 s Aug 20 2001 MiTe< Industries, Inc. Wed Aug 07 1 age 1 -1-5-0 1-5-0 1-5-0 1-5-0 3 Scale = 1:6. 3.54 FT£ 2 1 4 • 2x4 = 1-5-0 1-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Cade SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins.. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = -40/Mechanical, 2=193/0-8-0, 4 = 6/Mechanical Max Horz 2=41(load case 2) Max Uplift 3 = -40(load case 1), 2=-180(load case 2) Max Grav 3=50(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES (5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 Ib uplift at joint 3 and 180 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 1piE 1133�n/� UI * : No. 4 5161 A STATE OFAft August 7,2002 ®WARNING- VerW design panameters 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 bulking designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty of the erector. Additional permanent brbrcing 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 Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof/lo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION t 3i. * 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. Numbering System J2 J3 J4 TOP CHORDS Cz 73 WEBS J5 _ ocr o d anti u U O a ce c7 ce 10 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST 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 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 FORM018,019 GANG -NAIL ® HYDRO -AIR 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.