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289 Clydesdale Cir
PERMIT ADDRESS CONTRACTOR ADDRESS D R Horton _ 6250�Hazeltine Nat'I Dr #102� Orlando, FL 32822 (407)857 '9101 PHONE NUMBER CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR f ,z ;= PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR E' PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR . PERMIT NUMBER FEE SUBDIVISION ��` �• -. A 1k . M-- � • PERMIT #® 6� 00 j� DATE PERMIT DESCRIPTION `1% �Q PERMIT VALUATION 6 SQUARE FOOTAGE ig C9 Ui d d cn cn O } d tri r CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Description of Work: Historic District: i Zoning: j r-f 63 '') s, c4yA54�tc: C►�r rICA,4 n�, { d•,.��,1 Value of Work: S 4nr� 0_0 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Cale. Required) Plumbing! New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets " " Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: sConstruction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: I Phone: i Contractor Name & Address:ADVANTAGE PLUMBING, INC. P 0 RnX 6209=, State License Number: Phone & Fax: OVIEDO, FLbRIDA k7626Mdt Person: Mg rj -1 Phone: Bonding Company: I Address: Mortgage Lender: Address: I Architect/Engineer: Address: Phone: Fax: Application; is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S''AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county„ and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance; of permit is verification that I will notify the owner of the property of the requirements o orida Lie aw, FS 713, 6 Li Signature of Owner/Agent Date Signature of Contr gent ate Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State -of Florida Date i Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: ------•---- "ter' Contractor/Agent isx Pers n to Me MARTHA Y. HALL _ Produced ID MY COMMISSION # CC 875840 EXPIRES: February 1, 2004 Bonded Thru Notary Public Underwriters Utilities:. (Initial & Date) (initial & Date) (Initial & Date) I I IUI Ii Ili It ii1 11 Net no 11111 QI N Io1 N all as o11 N OR 10 N1 i Ifni THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORBEI, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04854 PG 1318 CLER , •S # 2003096369 RECORDED 06/06/2003 11105137 AM RECORDING FEES 6.00 RECORDED BY L McKinley RECORD AND RETURN TO: V62R. Horton Inc. 50 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of ppropperty: Lot(s) 4, 9, 3$, 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: Ex (ration 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 Lpj A.V by: o ert A. Lawson, s tant Secretary (Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE .� -e The foregoing instrument was acknowledged before me this � dayof 2003 WRobert A. Lawson Assistant Secretary of D.R. Horton, Inc.a elaware Corporation, on behalf o t e corporation. /She is personally known to me. Notary Public, State and County Aforesaid ZTFICIALRf l R7 PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSIOi! FXP. ULY 26,2006 Notary Seal GERI-I 1ED CUPS MAR'YANNE MORSE COUNTY OF S[MINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFQRD STATEMENT NUMBER 103-75502 DATE: BUILDING PERMIT NUM R CITY) COUNTY NUMB�R: _______ UNIT ADDRESS : --�-`�--I---�-�1��/�{�t�--��''-----------------------------------' TRAFFIC ZONE: JURISDICTION: SEC: TWP: RN8: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGEo BLOCK: LOT: �/��_ ` ^___ 7-~- � ADDRESS: 7-7 APPLICANT NAME: ---��'�-'-�-L.-//-|�\�--�L/-���1���----------_------------- ------------------------------------------------------------ ADDRESSu LAND USE CA7EGORY: 001 - Single Family Detached House TYPE USE: Residential . WORK D[SCRIPTIONx 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 ROADS - -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 � LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ ` 1,384.00 '- AMOUNT DUE , $ 2,285.00 STATEMENT SIGNATURE: (PLEASE PRINT NAME) DATE _____ NOTE TO RECEIVING SIGNATORY/APPLICANTu 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 GCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REOUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEA'-S MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:: 1101 [AST FIRST STREET, SAMFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHGULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O NORTH PARK AVEHUF SANFORB. FL 32771 PAYME�T S D BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STAT[MEW NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO!::' LEFT OF THE NOTICE. ` ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** CITY ANFORD PERMIT APPLICATION Permit Date: Job Address: d-VA_ G �-`1�ESpat � u R��� SLR VO P--D E1 323 Permit Type: Building Electrical Mechanical Plumbing Fire AluaslSprtnkkr 'Description of WorkONMENMEM Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service _Temporary Pole New AND Service (# of AMPS > Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas t iocs `7 `j -7 Occupancy Type: ✓ Residential _Commercial _ Industrial Total Sq Ftg: 1 � @GL Value of Wortc: S-(g, Type of Construction: BLOT k Flood Zone: Number of Stories: l Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: 7CN) Tin Contractor/Address/Phone: iC,, 14U.1 �PS -q 101 State Licenso Number: CCICO55:!)I� Contact Person: t�F1TT� Wit) t� Phone & Fax Number, �CPr% �q la�� QZZt3 Title Holder (If other than Owner): N h, Address.. . Bonding Company: Nl� Address: Mortgage Lender:_ Address:' Architect/Engineer Address: 40i t is N A .6. �%E�o Phone No.: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A N0710E OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVENMNfS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this, property that may be found in the public records of this county, and there may be additional permits required from other go,,tTftmental entities arch as water management districts, state agencies, or federal agencies. permit is verification that I will notify the owner of the Si-gnatuie of Owner/Agent Date of PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 r�nNeNntSr.?t)N EXP. JULY 2620N requirements of Florida Lien Law, FS 713. ntractor/Agent Date _ i , PATRICIA COU . ✓ N VOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD13433o MY COMMISSION 2_ JULY 26.2n M Date Owner/Agent is V Personally Known to Me or Contactor/Agent is .V Personally Knouv to Me or Produced ID Produced ID APPLICATION APPROVED BY: 6/�- Date: Special Conditions: 05`1�o3- L4,S I hearbv name and a Limited Power Of Attorney oint: Craig Coulton and FaL each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for m' e and ply The Building Dept. of: jan rj4- 4(1+on For a residential permit for work to be performed at: Lot # . Z Subdivision Address: -tSq A2&LC—�Ar�1F©'RD, F-L . And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 4inla/tuie of Contractor This foregoing instru _ ent as acknowledged before me this: Date: _2_0Q j By: Richard B. Ladd ( Contractor ) Who is personally no to me. State Coun' Notary Public Signature OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY CONMIc SION EXP. 2 _,20_06 Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 APPLICATION FOR UTILITY SERVICE FAX # (407) 328-7367 ACCOUNT (FULL NAME) MAIDEN NAME NAMED�'�Dn SERVICE ADDRESS •269 MAILING ADDRESS TURN ON DATE MULTI -FAMILY RESIDENCE COMMERCIAL )pe-)+, 0,0 n t CL ct : V� �I.� -- W 0 RK# q- - � --E:ivtPttY�: nn 1H.�O M E# OWNER OF PROPERTY cp,K. 4C 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 PRnvinF PRnPFR IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE NG MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PA I UNDERSTAND THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ APPLICATION FEE $ OTHER FEES $ TOTAL I$ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE r-- D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #4,� 1/-% SUBDIVISION: BAKERS CROSSING 1�32�d2- ADDRESS BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL 1/ 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 u-t Rrm �{- i CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR. RESIDENTIAL BUILDING PERMIT ❑ 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: ❑ a, Foundation plan Indicating footer sizes for all bearing walls. Provide side view details 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), landings, decks and stairs. Bathroom fixtures and distances from walls are tobe shown. Mote the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of all exterior wails, east, west, north and south. Finish floor elevation 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. ❑ g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. o h. Square footage table showing footagest S F. Garages/Carports S.F. Porch(s)/Entry(s)g S.F. Patio(s) i3� S.F. Conditioned structure S.F. Total (Gross Area) 0 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: ❑ a. Utility letter or approval.when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health' Department att 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER 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 beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 131 Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE w (By owne or Authorized Agent) APr-X Pr= ; iT, 4CO ,NTRC> t_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name D3-. 5 � Address (j City/State/Zlp aLLL �O, Phone & Email Quarterly Payment Amount 517 (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: e— GL_A Qt-,-Q>A L.E &t�ZCUE:. 3A q" d— SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: acC(Zi�) . 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 GOVEE�THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1, install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4, during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for ` per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. N 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 WARRA.INTES 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)it Is the responsibility of all family members, visitors, guests, and/or other temporary, or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or. sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS 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 odify the components in any way, other than the right to their use as Components, and the Purchaser may not alter, remove, or m Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized sthe 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)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modifled, 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 baiting equipment or supplies occurs, the Customer will Immediately notify, Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due•pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the 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 fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, tires, 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)termite damage resulting from masonry failure or grade alterations; (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder if Apex determines, In its sole discretion, that It Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the Identifle 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 M transfer fee payable to Apex Fvithin (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 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(---, 3-u a 00,a for the following work: Construction of a SFR on Lot 43, Bakers Crossing Phase 2, 289 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. o::;,, 2c:PD- 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.C�3 ,_2-ba-Z_- , 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 I 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. 0,3 ZOZZ. . The owner also agrees to the following as additional conditions for Permit No. (.)3. ZOZz . 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 FA Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name lw(dAa Signature A. 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 )y Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is ;ers9nally knownA_rn�' or who produced their Florida State Identification. OF1:1fi i` RYSUL PATRICIA COULTON a NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 l MY COMD 'c.;c;7S3C i E?;P. IDLY 26,2W Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 L—L4— � yyb t1 : � i F'NI r rcui�l CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: Z 017 Date: a.3 The undersigned �hereby 'applies for a1�permit to. install the following electrical: Owner's Name: Address of Job: Electrical Contractor iron J(i>ai Residential: Non -Residential: i By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code, Applicant's Signature State License Number Permit # • �� y Job Address: 924 Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: d�rc Zoning: Value of Work: $© Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of PS Addition/Alteration Change of Service Tempot"ary Pale Mechanical;' Residential Non -Residential Replacement New (Duct Layout & >;nergy Cb!k Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required kir ad.tcr Hiatt X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address - Phone: Contractor Name &Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Address: -Aftate License Number) 9�fAROn1TrnC3�a �. Phone: Fax: Vic] � �Os3oa� Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, 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 done in compliance with'al1'app)icabic jaws rcl,, lating WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF C , construction and zoning. " ENCE NT MAY RESULT 1N YOI:11< PA.YNNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC G, CONSU WITH YOUR LENDER OR A]1 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i' n NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that 1 will notify the owner of the property /the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Flonda Owner/Agent is _ Personalh_ Known to ,Me or Produced ID APPLICA1 ION APPROVED BY: Bldg: Initial & Date) Date Date Zoning: this p perty that und "iii the public orris of Bement d c�state,gencies, ol"1�1`dera) agencies. :ign ents of Grid 'en Law S 713. I 403 ature of Connctor/Agent Date L,obe(-+ C Dello RL,5so Print Contractor Agent's Name lh-,UA t n (,`6 Signature of No-n--State of Flonda Date Contractor/Age-: is Personali, Known to Me or Produce.' .D (Initial & Date) (Initial & Date) F D: (hritia &I Dat Special Conditions: __ m ,1Y vg, MIRINDA C'. TURNER =R: . MY COMMISSION # DD 212893 Q%-A--�EXPIRES: June 14, 2007 °11of 111 Bonded Thor Notary Public Underwriters -Ob-203 7 : C�9Ar,t k(�M aac.o'•r.•. , .- - rV'nv'.me:•ff•Y:IN...r�,�or4alnnr; ?..�...' CITY OF SANFORD PERMIT APPLICATION h . /-�•� Date. / / ' C� Permit Aa-hi C-- pdir�plleA :u( WArkl 1',rt e L Tr 4 c N h'irc S rinkler/Alarm Pool Permit Typed Building •__` Electrical .. Mechanlea.1 Plumbing _�_ P r rj Addition/Alteration Change of Scrvicc Tempol'Lry Pole — ElKtricstl: Ncw Service - # of AMPS _I.._� Mechinlcal: Residential Non•Re.stden(ial Replacrnxnl New(Duct Layout &Energy CAIc. Required) Plumbing/ New Commercial: A of Fixtures of Wa[eT &Sewer Lines # of Gas Lines Plumbing/New Residential: q of Water Closets;_ Plumbing Repair- ReSldeMidl or.Cornmercial Occupincy Type Residential l� Cormercial industrial Total Square Footage: _ l for othtr lhan X) Construction Type: __, # of Stories: 0 of Dwelling Unih: _ ood Zooe: (FEh1A form requirad (Artach Proo(u(Owntrshlp k. Lccal Dszci Iptlon) C '�5 ParctJ a. - J I pwnm Name Q Addrts.: Phnnr. 7.Q I-r e.'rs Contractor amc&nddress'. �.L Do _ j � y� r` t ?� 2 y \the License NumhcrL-1 Li L Phone F+x: _ Contact Person: _. bonding (:nmpanY Y[ortgagt Lender. Address .. -... Phont. f. A rchi I nc UE nsi ne cr� Fa a: Address: -• Application is hereby made to obtain a permit lu do the work and insullations as indicated. I certify that no work or insullsnon has co,-TvnenCed prior to the tssuancc or permit and that all work will be Porrnrmed to meet sundards oran lawregulating FURNACES Bin this RSnHEction. I vndcrKS 5cinl7th t'. scparaLc permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, AIR CONDITIONERS, ctc. nWNFR'S AFFIDA� IT: I etriiry that all ol'tha foregoing information i, accurau and that all -,A will be done in corrrp)iAx%" with All applicable laws rcguisnng constrvcrion and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN f MAY RESULT IN YOUR PAYING TWICE FOR IMPROVFMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN HNANCWG, CONSULT WFTH YOUR LENDER OR AN ATTORNEY BEFORE Rh;CORDNO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the mquirernen(s of thin pertniL thert rruy he aSdihonal restric(lons applicable to this proPcr y Lh" may be drnl found in the public rgcn ics of this county, and there ntay be additional prnnits requirod rmm other gOvC;mrncnul cnnhca such as watt* m+usogcmanl dismc(t, stale 4mctes, or icaarnC Acceptuncc of permit Is vcriticatton lh7i I will notify the owner of the property of the mquir of I Io a Li L,3 713. ._. - Ualc tiij;naturt of Concnctor/AEatl Stgnuure urOwner/Agcnl Ual< Print Owncr/Agent's Nsntc Print Cunlractor/Agent's Namc ..— naiu $'parurcorN'uta�y t cnYFlonJ., tJu" on a to rt of Nu I;, ry-S I to of Flnnda VPrr:r ttw,r,r/ngcnt 17 — Po WnAhy Known to MC ut W,tnctnr/A,cnt is aly Known w Mr Prod�c.d tU /_urinal;:.. nl'I't.ICA1lU�� AI'I'I(OVf(() IIY Illdt;: __-.-... .. i11"t,7t y I)'.ic) (Lwnal S I);,',c• (hJt.al A Ihw) (In 6-41 & Date) . 4t,MARIE A. ZETTLEMOYER 01 MY COMMISSION # CC 855100 �Oi �p� EXPI CtE,S: 3u115. 200� t400-- OTARY Fla Piatta7 aaMt>n A 9dfi0 65: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 289 CLYDESDALE CIR for which permit 03-00002022 has heretofore been issued on 6/06/03 has been completed according to plans and specifications filed in the office of the Buildin 0 f' ia1 prior to he issuance of said building permit, to wit as t talZ complies with all the building, plumbing, electrica , zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water DATE APPROVAL DATE APPROVAL _ FIRE: ��3 �• t'lt�C� Inspected U V 6 A RA �0 Sewer Lines In Sewer Tap ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street � .5���,n�'.p Lights Storm` Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE AMOUNT 6/23/03 7/15/03 6/10/03 7/14/03 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 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building'located at 289 CLYDESDALE CIR for which permit 03-00002022 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 6/10/03 6,/10/03 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 279.61 91.93 11.32 847.00 11.32 1384.00 650.00 1700.00 ct lQh 10-� OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL. INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: — \ , f PERMIT #: C)'--�,- a00a, ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. %f Zo�b3 Mineering Ic�`�.swy ❑Fire �1 t� � ,DPublic Works ❑Zoning n I P- ❑Utilities ❑Licensing �1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: -- \ s PERMIT #: o7� �aaa ADDRESS: CONTRACTOR: �' � �C)Ac)r--' PHONE #: EC-u= I cwr'E- t�J]D 3 4/1 AWot,�cQ 9111P The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt, attention will be appreciated. DEngineering Fire 21fublic Works ,,n%zO/a30Zoning�- iD Utilities ,Licensing (1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: _ \ 'C� f PERMIT #: (30D'a' ADDRESS: CONTRACTOR: � �C) (- ) 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 ❑ Fire (l) I A ❑Zoning n I i - �tilities OfK Pam_ 6o-n-e- ❑Licensing �1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For insurance Company Use: BUILDING OWNER'S NAME Policy Number. D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 289 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FIL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 43, 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: 0 GPS (Type): ( ##° - ##' - ##.#N' or NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9, BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4/17/95 4117)95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or OthenMse Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building.elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' ®Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/AI-A30, AR/AH, ARIAO Complete Items C3.-afl below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments '`- Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 45. 6 ft.(m) o b) Top of next higher floor N/A . ft,(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A.. ft.(m) o 0 o d) Attached garage (top of slab) 45. 1 ft.(m) 0.1 E c o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 44.P.0) E o f) Lowest adjacent (finished) grade (LAG) 43. 5 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 44. 5 ft,(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP COUE 320 E. SOUTH THE T, S 180 ORLANDO FL 32803 SIGNATURE 1 DATE TELEPHONE j� 11 I 1 f 911 M3 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For lnsuranceCompany Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. } Poricy Number 289 CLYDESDALE CIRCLE CITY ' ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DECSRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —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.(c m) ❑ 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.(crn) above the highest adjacent grade. Complete items C3•h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3•i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DAT E r CLarnvivc COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable tem(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 community4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. rd PFRMrr Nt 1MRFR G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF 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 -OF SURVEY DESCRIPTION: (AS' FURNISHED) LOT 43, BAKERS CROSSING, PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: O.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA SEAN M. TAYLOR AND CHRISTINE J. TAYLOR CH MORTGAGE COMPANY, I , LTD. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY 0---- -_-_ N89•tT34"W 501.16' 0. PT 384.88' --�-- 116.30' - wi N'. 50.00' CENTERLINE OF _/ RIGHT-OF-WAY 1" = 30' GRAPHIC SCALE 0 15 30 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 9-17-03, UNLESS OTHERWISE SHOWN. 00 WALK IS Z' S89 17 34 E WALK IS 1.2' OFF i.'..''..,;;.�:-:;,::'<;: 4!;'fy`F::..:.:; '`.;;.: 1.2' OFF �'•�"�16.0':��.�':'.�10'UTILITY EASEMENT `.S :.., .; N 21.5' n n COVERED 4.6 ENTRY w LOT 44 o N xa ONE STORY o N o LOT 42 QN 'O� N CONCRETE BLOCK RESIDENCE a FINISH FLOOR 0 ELEVATION=45.61 O O c z 0 40.00' 5.0' . o, in 16.0' m N LOT 43 6' WOOD FENCE 40 J FENCE IS p------- NV9'17�34„W — ------ 0.2' NORTH 0.2 EAST I 50.00' LOT 33 LOT 35 LOT 34 BAKERS CROSSING PHASE I PLAT BOOK 60, PAGES 27-29 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERIICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 43 BAKERS CROSSING PHASE 2 AS BEING N89'17'34" W PER PLAT. (FIELD DATE:) 6-10-03 REVISE SCALE: i = 30 FEET APPROVED BY; WRM JOB NO. ASM41199 DRAWN BY: LEGEND BUILDING SETBACK LINE — - — - -- CENTERLINE — — RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LO 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 CURVF ARON FINAL 9-17-03 CKB AMERICAN SURVEYING & MAPPING IN 06/09/03 SDO CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 & BOUNDS os/13/o3 sDo 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA PLAN 4-03-03 SOO 32801- (407) 426-7979 ---PC FND NAIL AND DISC LB #6393 (09/17/03) ® SET 1/2" IRON ROD AND CAP LB #6393 (09/17/03) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVER14EAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA +11-o3 l M WILLIAM R. M SCATELLO4JR.&E FEDERAL EMERGENCY MANAGEMENT AGENCY O. M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 289 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 43, 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 EFFECTIVE/REVISED DATE 88. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4/17195 4/17195 1 X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile . ❑ FIRM ❑ Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): — B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' E Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3, Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConversiordComments ------� Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes E No o a) Top of bottom floor (including basement or enclosure) 45. 6 ft.(m) o b) Top of next higher floor N/A. ft.(m)CD o C) Bottom of lowest horizontal structural member (V zones only) N/A. 00 o d) Attached garage (top of slab) 45. 1 ft.(m) w a o e) Lowest elevation of machinery andlor equipment 9 m servicing the building (Describe in a Comments area) 44.5 ft.(m) E ca u f) Lowest adjacent (finished) grade (LAG) 43.5 ft,(m) m cn o g) Highest adjacent (finished) grade (HAG) 44, 5 ft,(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 3 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq, in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 US, 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. SOUTH STRE T, S 180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 9/18/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance CompanyUw.. BUILDING STREET ADDRESS (Inducing Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 289 CLYDESDALE CIRCLE CRY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentkompany, and (3) building owner. COMMENTS M cvennr.ic cunwN ray-PPON ARP RASFD ON SEMINOLE COUNTY VERTICAL CONTROL; _ MACHINERY DECSRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — 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.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the plattorm of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY 51 A I t crr L UUt SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1, ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or 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 FEMA-issued or communityAssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. DATE PERMIT ISSUED I G6. DATE 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 OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 43, BAKERS CROSSING, PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA SEAN M. TAYLOR AND CHRISTINE J. TAYLOR CH MORTGAGE COMPANY, I , LTD. PT 1" = 30' GRAPHIC SCALE 0 15 30 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 9-17-03, UNLESS OTHERWISE SHOWN. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6—.7(A). TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY 501.18' N89`17'34"W all _ _ 384.88' 116.30' w� N�o ' CENTERLINE 50'00OF RIGHT-OF-WAY a„n oS89'17'34"E f WALK IS ZI ...-. WALK IS 1.2' OFF �0w, V,.' 1.2' OFF ab•:.'j.6. 10UTILITY EASEMENT JS - ....;._:.`:r_,.' ----------------- N LOT 44 6' WOOD FENCE- ------zt FENCE IS 0.2' NORTH & 0.2 EAST LOT 33 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 43 BAKERS CROSSING PHASE 2 AS BEING N89'17'34" W PER PLAT. (FIELD DATE:) 6-10-03 REVISED: SCALE: 1 = 30 FEET WRM APPROVED BY: _... JOB NO, ASM41199 DRAWN BY: _— aa5 ' 13. 21.5M ...' n ' 6 COVERED 4.6' ENTRY j O cD CV o o ONE STORY O N x v' CONCRETE BLOCK O � a RESIDENCE FINISH FLOOR 0 ELEVATION=45.61 O Z 5.0' 40.00' 'o �n of " LOT 43 40, r N o LOT 42 CV O I O O (n ---------------- N89'17'34"W ; 50.00' LOT 35 LOT 34 BAKERS CROSSING PHASE I PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE — - - -- CENTERLINE - - RIGHT OF WAY LINE EXISTING ELEVATION O 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 ATION FINAL 9-17-03 CKB AMERICAN SURVEYING & MAPPING IN 06/09/03 SDO CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 & eouNDs as/13/o3 soo _ ORLANDO. FLORIDA PLAN 4-03-03 SDO 32801- (407) 426-7979 FND NAIL AND DISC L8 #6393 (09117103) SET 1/2" IRON ROD AND CAP LB N6393 (09117103) CNA CORNER NOT ACCESSIBLE PC A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.8. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE - ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA q-11-03 FOR THE OIL. at I/ FIRM WILLIAM R. ML SCATELLO JR. PSM#49 8 DATE PLOT PLAN DESCRIPTION: A�RCEL OF ,LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF Vp-'RD, 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 409.46 FEET TO THE POINT OF BEGINNING; THENCE RUN N_00'42'26"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 T0. 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. Q -- PT LOT 43 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 520 SO. FT. t TOTAL SOD 2800 SQ. FT. t TRACT A UNNAMED ROADWAY 50' RIGHT OF WAY N89'17'34"W 501,18' 116 30' — I wl I �Io CENTERLINE OF 7 RIGHT-OF-WAY FLOOR S B ELEVATION z;" 50.00' S89'17'34"E MUST BE1 Nl;,o4-'L, ROWN --—a� A�-—- 10' UTILITY EASEMENT 'S OF ADJACE r ROAD UNLESS - N =-------------- OTHER E APPROVED rA'o 50' 1" = 30' GRAPHIC SCALE 0 15 30 POINT OF MMENCEMENT, NW CORNER LOT p2E BUILDING SETBACKS COVERED ENTRANCE LLJ Q I � O c° /D o LOT 42 L O T 44 o N PROPOSED N N o 55.00' MODEL 1732 8 FINISHED FLOOR Cal :4- ELEVATION= 45.1 O O •- O O Z (n 40.00' 90.00' 5.0' 5.0 POINT OF PATIO BEGINNING " LOT 43 DRAINAGE TYPE B S89'17'34"E 409.45 I LOT 26 1 BAKERS CROSSING PHASE 1 PLAT BOOK 60 PAGES 27-29 I FRONT: 2 5' REAR: 20' SIDE: 5' 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 aAREA,,OUTSiDE 100 YEAR FLOOD. 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:) [REVISED, SCALE: 1 = 30 FEET APPROVED BY: WRM ------------- N° I N89'17'34"W 50.00' LOT 33 LOT 35 LOT 34 BAKERS CROSSING PHASE I PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE X PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED (CALC) CALCULATED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAGTT SBOOK NGS NATURAL GRADE SQ. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 PC MLW MINIMUM LOT WIDTH POD POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD - PD PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE T. DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CS CONIC ETE SLAB C CHORD LENGTH R/W RIGHT-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 WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE 1 FIRM ILLIAM R. M SCA ELLO JR. M� 4 28 DATE JOB NO. ASM41199 DRAWN BY: k BOUNDS 05/13/03 SOO PLAN 4-03-03 SOD ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK - STUCCO J BY OTHERS PERIMETER CAULK BY.OTHERS RIGID VINYL GLAZING BEAD t TYP.) BETWEEN CONCRETE OR CAULK.BETWEEN WOOD BUCK L MA r $OQPOPENINGMAS'Y. OPENING 6r OTHERS / 9r piNEP.S 1/ 1-1/<— MIN. �L a EMBEDMENT i INSTALLATION ANCHOR 3/16, DIA. TAPCQN SHIM AS REO'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME MEADER GLASS (TYP.) (SEE NOTES) B.v. (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16 DIA. TAPCON BUCK BY OTHERS SHIM AS RCO'D. RIGID V[NYL 1/<' MAX. GLAZING BEAD (SCE NOTES) (TYP.) _ GLASS tTrPJ(SEE NOTES) FLANGE TYPE WINDOW FRAnE .IAMB CAULK BETWEEN V1NDOV FLANGE PERIMETER L WOOD BUCK, CAULK BY OTHERS V.V. (WINDOW WIDTH)- I-1/1- MIN. EM 2, OMENT F D B.H. (SUCK CAULK BETWEEN CAULK BETWEEN WINDOW HEIGHT) WOOD BUCK L FLANGE L PRECAST SILL By OT.OPENING V/ VULKEM I16 ADHESIVE p p BY OTHERS CAULK. OR APRv'D. EDI. SECTION B — B FLANGE TYPE CONCRETE OR PERIMETER WINDOW FRAM CAULK SILL MASONRY OPENING BY OTHERS � BY QiH£P.S f a lc-.; / CAST SILL(� W.W. - - "Y• 1 EBY OTHERS —� Y A SECTION A —A A. B c l o NOTES. 1) SHIM AS REO-O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE I 4 SHIM STACK TO BE 1/4. D E 2) WINDOW .:AWE MATERIAL; ALUMINUM ALLOY 6063. �- --I �� / 3) INSTALLATION ANCHOR. MUST BE OF SUFFICIENT LTH. TO ACHIEVS MIN. EMBEDMENT OF 1-1/a' INTO MASONRY OR CONCRETE. ' m USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD O'-Y tx JAMBS. SILL uUST BE ATTACHED TO THE SU3STRATE WITH I B I �/ vuLKEM 116 ADHESIVE CAULK OR APPROVED EOIJAL. .� 5) USE SILCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTEPlGR OF wINOGW fLANGE. F — (j 6) If EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR. CHART, USE III, ANCHOP OIJANTITY LISTED WITH NEXT LARGER SIZE. FOR _ ra/. `l}7 APPROPRIATE DESIGN PRE-=UP.E REO'DZy .� 7) GLASS THICKNESS XI.AY VAS/ PER THE REOUIP.EMENTS jr AST. E1300 GLASS CHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON LOrAT:CN CHAPT INDIC-7- I 1 V WHERE TA..=CON ANCHORS ArtE TO BE INSTAL'_ WHEN US:N.: EXTERIOP ELEVATION AS A KEY 9) ALL FACTCRY APPLIED : OLFS NOT CESIGNATE9 FOR TAPCC-N ANCHOR SHOULD EE FILLED WITH p?. SCREWS r,•- SUFrC;E1''_- _ dr� J TO PROVICE MIN. 5/E- IN EMBEQME^!i :NT.J WCtD EUI,'F., l A 10) FLORIDA EXTRUDERS _00 SERI__ .ING_E H:UNC IS SHrivIN /� �/�) PRINT hLiO =P_;D.. IES I: T-_ F:OR_R:RL',E.•D 'IG r•�� /I) I I xJ I\I VL SE-1Ei S:NG'_E HUNC_' — 1 ;) WHERE •Y \CO:•/ I If i. N(' N. n — — <_iPJr' p.0 SUF IC NG .-I 1 .3 \/._ rXTC=1r. _ _ ALL TAPCON LOCATION CHART CALL BUCK; LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30P5 ro .oP> A I Av To 70PSF 3OPV TO 40ESF a 11, TO 70P5X 12 18 1/a x 25 6 8 F,G F,G 13 1a 1/3 X 37 3/a 6 B F,G F,G 14 Ta t/s A 49 5/5 B 8 F,G F.6 145 19 1/8 ■ 55 1/a 8 B F,C F.G 15 Ia 11/2 x 62 8 8 F,c F,C 16 la 1/8 x 71 8 B F.G F,G,M) 17 IE I a x a3 FG F,CJ.K IH2 25 1/2 x 2JI/4 6 8 F,C IN3 25 1/2 x p 8 B F. F,C IH< 25 1/2 x 49 8 8 F,c F.C.HJ IHa5 25 1/2 x 55 6 8 F,0 F,C.HJ 1H5 25 1/2 x 6 6 B F,G F,C,W IM6 25 1/2 x 7 13 6 F,G F,O,HJ 1M7 25 T/2 x 8 8 B F,C.J.K F,G,J.K 30 1/2 • 25 29 1/2 x 2 8 30 1/2 3a 3/8 29 1/2 x 37 8 8 F.c F.G 30 1/2 . 50 5/6 29 1/2 x 49 8 8 F•C F,C HI 30 1/2 . 56 1/4 29 T/2 x 55 6 6 F,C F,G.HJ Jo t/2 6J 29 1/2 x 62 8 6 F.G F,G,HJ 50 1/2 72 29 1/2 x 71 8 6 F•G,HJ F,G.HJ 3012 • 84 29 1/2 x b3 B 8 F.G.J. K F,CJ K 36x25 23 36 x 37 3/a 8 8 F.G F,c 24 l5 x 49 5/a 8 8 F.G F.G.HJ 245 J6 x 55 U. 8 8 F.G F,G M., 25 36 x 62 6 8 F,G.H,I F,C.HJ 26 36 x 71 8 B F•C.H.I C.E.F.G yJ 27 36 % a3 6 8 F,G.J.K F.G -n,IJ K a2 <= x 25 E r, a2 • 3/6 3E <T 37 3/e 8 8 - F,C F.G.H. • 50 5/e at x a9 5/E 6 B F.G F,G,MJ 42 • 56 1/a at x 55 1/a 8 6 F,G•H.1 FC MJ <2 • a3 <I x a2 B B F,G.M,1 O.E,F,G,HJ a2 • 72 41 x 71 g g F,CJi,I D,E.FG.MJ a2 81 at x 63 B a F,G.J.K F,G.HJJ,K a8 26 A7 x 23 5 A.0 f.G a3/3 .7 x 37 3/a A.0 F.c F.c.S.1 as . 50 5/E a7 x <9 5/3 B A.0 F,G F,G.HJ • 56 1/. 47 x 55 1/4 = A.0 F.GJi.1 F,G HJ ♦a = 63 a7 x a2 8 A.0 F,C.HJ O.E F,G MJ . as • 72 .7 x 71 8 A C IF C.H.1 0 E.F.C.H,1 aA • - a7 X. P xr• F K F C H I K 32 52 1/3 x 25 B A,C F,C F.G 33 Va x 37 S/a 8 A.0 F,C F,O.HJ ' 52 1/3 x a9 5, a A.0 F,GJ+J F,G.HJ 345 52 Vex 551/- 8 A F•G.M,1 O.E.F.G.HA 33-152 1/a x 62 a A.,C F,G,H.1 O.E.F.GJ+J 36 52. t/3 x 71 8 A.0 F,G.HI D.E.F,G.M.1 37 52 1/5 X 53 o p.0 F.GJ N O_EF c-.J.X.,J.K 37 Si— NG7 A-IL=°LE IN LOCO CP 1,00 SERIC3. AL. N N IOFLORIDA FLORIDA EXTRUDERS I ER G 1 I TITLE i�1Si< -,N D=i=._ Q s..I_ 'HUNG __ iND, = - 5_2i=S !000 i=00 . 1000 ��:.Svc BY AFTPOVED SY: _ !r/n i_ ;SCALE ., - loti5= -L_xu it , SHEATHING By OTHERS IB INSTALLATION ANCHOR SCREV (TYPJ EXTERIOR FINISH BY OTHERS PERIMETER CAULK Yj) BY OTHERS FIN FRAME HEADER VINB(N HE EXTERIOR PERIMETER CAULK Br OTHERS EXTERIOR FINISH --� BY OTHERS =8 INSTALLATION -� ANCHOR SCREW (TYP,) SHEATHING —� BY OTHERS I' NIN Nax. 48 INSTALLATION ( SPAC( ANCHOR SCREt+, TYP.I CAULK BEHIND FIN �SHIn f TVBY FRAMING SHIM AS REO'D. BT "OTHERS TWO BY BUILD DOWN BY OTHERS <SEE NOTES) CAULK BEHIND FIN FIN FRAME JAMB NOTES. SHIM AS REO'D. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING (SEE NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-, GLAZING (TYP. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) 1/4, MAX 3) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. - 1' Ntll SHIM SPACE 4) USE SILKONIZE0 ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF CHBEBKNI WINDOW FRAME. 5) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM EOUA GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO QUALIF(ED. SHEATHING 6) SCREW ANCHORS AT HEAD. SILL & JAmSS SHOULD BE /8 SCREWS OF SUFFICIENT BY OTHERS LTH. TO PROVIDE MIN. 1 W. MIN. EMBEDMENT INTO WOOD FRAME. PLACE IS SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO ELORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES. '�—VINDOv vIBTM PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 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 Vr nAx. SHIM S?AC( EXTERIOR ELEVATION r�0 B* FaIHING 9Y OTHERS \ Y^° . �— CAULK BEHIND FIN I' MIN. SEC 111 IE'ii A-P. IW IT EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. INC SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SER;=S 2002 DP.AWN BY: BB APPROVED BY: DATE02/14/02 ISCALE:NTS )DWG F-LEX0037 ,t ONE BY BUCK BY OTHERS CAULK BETWEEN VINDOV - FLANGE t SHEATHING PLYWOOD (TYP.) .' BY OTHERS EXTERIOR FINISH —NJ BY OTHERS PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDOW EXTERIOR VINDOV FRAME - SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHIM AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) CAULK BETWEEN —/ WINDOW FLANGE t ONE BY WOOD BUCK CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS CONCRETE OR SECTION I ICfJ P.—A MASONRY B1 OTHEPS INSTALLATION ANCHOR t l0 SCREW BUCK WIDTH 1 BUILD .DOWN ERSY (ALSO HAPPLIES NOTES: TWO BY FRAMING TO SILL) 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD GEARING SHIM. MAX. . BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8' MIN 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH.'TO ACHIEVE SHIN AS REO'D EMBEDMENT 'MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE../lO 'INSTALLATION - .(SEE NOTES) SCREWS AT MEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE`1-3/8' MIN.EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE 'REWIRED. 'tNSTALLATiON ANCHORS & SCREWS TO BE PLACED 6 IN.;FROM CORNERS. & 24 9N. 'O.C, 14AX. - .. - �VTNDOV FRAME 4) USE SILKONQED ACRYLIC -CAULK BEHIND WINDOW FLANGE AT HEAD SRL 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of t I _ - WINDOW FLANGE. P a/4' +LAX- 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS SEE NOiEb K SHIM SPACE CHARTS. SINGLE GLAZING (S SHOWK INSULATINGGLASS IS ALSO OUALIFIEO:: 7) BUILD DOWN ARWNO CURVED 'PORTION OF WINDOW FRAME TOBEENdNEEREO BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENCTH TO ADEQUATELY .. - 'TRANSFER LOAD FROM VANWW 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 LIMB USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK BUCK HEIGHT 1-3/B MIN. EMBEDMENT 1/4* MAX. SHIM SPACE CAULK BCTVEEN, TWO BY BUCK t :CONCRETE . :BT OTHCRS. CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. - T L 1 MAX. SHIM snagU- EXTERIOR ELEVATION _ G t I -1 /C- MXENTiA, FLORIDA . B. O. A. II . � n EM9EDMENTpgtUtCTUIRR NAM: N 1, ONE By VOOD BUCK BY OTHERS MASTER FaE IN:TALLA-11074 ANC`.QP. 3116. Di- 1A?CON EXTERIOR FINISH ? SECTION B—B BY OTHERS WINDOW WIDTH A EXTERIOR ELEVATION FLORIDA EXTRUDERS 1NTERNATIONAL, INC SANFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWN DESIGNER. FIXED WINDO'r,I 1000, 1750, & 2000 SERIES, DRAWN BY:BB APPROVED BY: DATE:02/12/02 I SCALE: NTS IDWC.: FLEX0036 f "�- INSTALLATION ANCHOR SHIM AS RE'D'0 R8 SCP,EW. SHEATHING (SEE NOTES) BY OTHERS CAULK BETWEEN i I[DOOR, FLANGE TWO BY WOOD L SHEATHING BY OTHERS 1v i I vi 1/4' MAX. SHIM SPACE 1 L�v`7 1-1/8' MIN. —� .EMBEDMENT STUCCO UP. SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS u Lj TEMPERED GLASS (TYP.) ,Tni;::FlttFiCTTi,•'.r .".�..:...• k _ _ DOOR rl, HEIGHT ��R u19ER5 _ w#.. SLIDING GLASS DOOR, FRAME SILL D r— DOOR VIDTH SLIDING GLASS DOOR, FRAME Jana TEMPERED GLASS (TYP.) MAX. S,Hlm �Y LL TWO BY VOOD 1-1/8 MIN. /�__ BY OTHERS E SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP (SEE NOTES) INSTALLATION ANCHOR 98 SCREW --- CAULK BETWEEN ➢OOP, FLANGE L SHEATHING PERIMETER L— SHEATHING \ CAULK BY BY OTHERS TEMPERED GLASS — OTHERS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B A _l EMBEDMENT EXTEP.IO° ELE`✓A T ION O _ 1-1/4• MIN. 2 PANEL DCOP S:HO`JN d A Lt / )� •, o o LIBERALLY APPLY — T CAULKING UNDER SELL OR SET SILL IN BED—'.NSTALL=. 10N ANCY.OP I '/ OF CONCRET_ 2/.6. DE-. iAPCON Fc� ; 2002 INSTALLATION ANCHOR V / =2 SCREW /_ TWO By WOOD BY OTHERS + CAULK BETWEEN HOOK STRIP L SHEATHING i-I/8' M1K EMBEDMENT / SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL Ij DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) aB INSTALLATION SCREWS JST BE OF SUFFICIENT LENGTH TO ACHIEVE MIK EMBEDMENT or I-1/6" INTO VOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OR SUFFICIENT LENGTH TO ACHIEVE MIK EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. A) USE SIL 1CONIZ79 ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. SI USE SILICC7NIZ£D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS HOT LISTED IN ANCHOR. CHART. USE ANCHOR OwwTITY LISTED WITH lw LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REQ"D. 7) FOR POCKET DOOR SIZES USE CLOSCST BYPASS DOOR SIZE L CONFIGURATION TO FDgSNED m£MING. PLACE INS7ALLATI GM ANCH4=S. IN FRONT OF HOOK. STRIP AS SHOWN. 8) GLASS THICKNESS MAY WART PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLAS: IN SINGLE GLAZED OR INSULATING GLASS la) 1-9 / SILL CORNERS ARE TO 9E SEALED VITH A SMALL JOINT SCAM SEALEP. II) SHIM AS REO*D.AT EA, SET OF INSTALLATION ANCHORS. MAX. ALLOVABLE SHIM STACK TO BE 1/.. 12) ALL INS-TALLANON ANCHORS MUST BE MADE OF CORROSION RESISTANT HATEP!r S. 13) WHERE "X• REPRESENTS MOVING PANEL -0 -0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. IN) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAV;NG, HIVEVER INSTALLATION SECt10NS "A -A" •9-9" L HG71STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CQNF IGUPAT IONS. IS) FLORIDA EX TRVDERS IOQD SERIES SLICING GLASS DC.OR IS SHOWN. THIS PRINT ALSO APPLIES TO 20a0 SERIES —0 sm SERIES. P.EV' DESCRIPTION DATE INI �- L 0 P, I D A TNT RI G EXTRUDERS SaNF04D `L. I TITLE: SLIDING GLASS DOOR iNS T ALLA T ION WITH P° SCREWS DR.A.WN BY: PP APPROVED BY: j ATE: )2/!7101 SCALE: Ni: IDWC c�cL=:(J027, -,nl I 0 r r-1000 P.V./➢ES;GNE.; ' SILL 4TYr.) / O.e y 2/4 SELF :APPiNG SMS T+J�E MULLICti 'SEALANT BETWEEN WGNCuW FLANGES- ' _ L MULLION SEALANT BETWEEN U`� \--oe X 3/4 SELF WLy➢OW FLANGES 1..1C00 S.H.;APPi;rG SMS L MUL ION. NBA➢ f f YP.) SEALANT BETWEEN WINDOW FLANGES SECTION A—P. t � L MJLLIZ1N 1000 P,V./➢ESIGNER F SILL. <TYP.: 42 X 3/4 SELF TAPPING SMS � 1 x 2 ins x ve TUBE MULLION SEALANT BET.VEEN WIND211.1 FLANGES' L MULLION ° SELF \---KIM S,H. TAPPING .SMS � WINDOW :I.ANC=S "v ~, L MULLION' `CCQ P V /.ES'.GNER Sr-ALANr BETWEEN WI CG./ FLANGES sEL i _ L u MLLON > APF-i 4 SMS '_ X 4 X is e ,.nr�tr—tnn lutit Mw_i�N , 1000 W./➢ES NC7, SILL CTYP.) ,-tip X 3/4 SE!.F TAPPING SMS i X - X 3iC Tu."L MI,LLiJR TYPICAL mULLION TO G3NCrtlE JAMC �- (.4'Pt!ES TC JA.`.!s 'NHERE & 2" X 4" TUBE MULLiCNS A USECj Q ;1 Il I CONCRETE CR MASCNRY \ I� EY GTH_icS 11 ONE BY W'u❑➢_/ g-+CR By OTHERS Q CENTRAL FLORIDA B. 0. A. F. ! ae X 3/4 SELF 7�lp �pr�T �7R�� a R NjUIE: 1000 S.H TAPPING SMS 1Y��UIFACTLM HEAD (TYP.) It, LA �XT RuDERS SECTION A —A (21 14 STF—lg FUZE # 6 r I000 P.W./DESIGNER ( SILL (TYP.) l ke X 2/4 SELF TAPPING SMS 1 x c 1000 oI.VD-SIGNER ' SILL < 7/1� X 3/E TYPJ / TUBE MULLION t .- / Ke 3.'4 cE.:r iAPPiNG SMS %X 4 X3/2 t; r�I11 �f�ll>Tl TUBE MULLION' SEA' ANT BETWEEN :iNHC`J r'-ANCE 6 KILL .N \-xe X 3/4 SELF TAPPING SMS HEADCTYP.) r L•\: r-10QQ P'w./DESIGNER j S1_L CTYP) 'A. P, M X 4 X 3/6 TA --- .NSTALLATIGN ARCH;;: 3/16' CIA TAPCON' SCRE`J EXTERNAL M'JLL10:4 INSTALLATI'N CLIP M'__LIuN L1 1/; MI'I. EMEEErHENT l \ i � I A i I 4 S FL I cL=,dAI I\ y. SMS f 7} + VIEV,EL FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, , RIDA TITLE:•__<', if!_�'i Jn _t�v;__ SHcF r - Ej Ns VV 11 pRAW-N BY. APPROVED BY: I/ i .. ' nn') �(: 1TF f F: 't X 2 X lie S.H.- I X, c X 3/E I ONE El `. ocD— 7cTA! ! i80t $.FL- l- _c MULLION :G 0 ; / TQK MULLION 1 \ J� TUBE __IU A:'?3 LTY=.) - ; i BUCK i Y OTHERSCONCR -* L. & BY (ITYrRS . X 1/2 SELFEM__DMENT $ rq"':.PiNG SvS TAP>=iNG SMS ; SEALANT B-TWEEN r SEALNT B0VEEN I `-IVSTALLATIC� =MGt+.(:'/15•'LIA. . TA?E1IN S_PZW ANCH07 <TY=.) `JINP.C•W FLANGES \ StiND^W r 41;�ES i i S MU`!91 2 KJLi_I:r.': 2 X 4 X 3/E -� I \-_ r; . `E X I-✓? 5£L` & X 1-1/c SELF \ ' , XT£RNAL MULLION TrL��ifiG SMS TUB= tSJLi_1J-°: ' 1 j INSTP.' LA!i13N CLIP TAPPING SMS ! ! � S=CTiOP. A —A t2; TYPiC4L r.+Uilely TO concKcTe 0 HEAD SECTION A —A; 1 riUilir+r i j 'APP2S TO HAD « SILL.w ic_ E. i x 4 /-I X c 7/16 X 1/E I 1 3L' 2' X 4 :US£ l.ULUO:S AFU L'S£C) ' XE U-L %3/E B< S) y ' TUEE MUl!iDN �• JAMB <TYPJ lD70 c,I{, 1'3L0 S.H. NEE MUi_LiuR , JAME (TYP.) .IAMB <TYP.) i J i 0 i'A!L SELF i fNSTALLATIOIN ANC'1 CR _ TAPPING �3/lE' Ei.A. TpPCr_•N RS X 1/2 SELF '8 'X !. 2 SELF ANEi+i�R <TYFJ TAPPtyr. Syc ✓ T?PPiN�G SMS ; r ' SiLt FLIP ma L -- SEALANT EETWuN E X 1-I/2 S£ WINDOW FLANGES 1 1/d' MlN. SEALANT eETbcEN `\ / SEA iA*iT 'e:TV:cN Tp?PeNu S.r WINDOW FLMiu'ES WIN^C`y FLANGE S S;iTi.L.Cfi i . a _ tN3£BM£NT L M.L! LIGN \� E MULL•:". , c..Til Ati A A 71 I Q 1 48 X 1-1/2 Si•_t'F `- pc }, _! •2 SEL. �= - 4S: SILL BY CTMERS 1 TAPPING SMS TAPPING SMS - =TcIL i `!Xiflcf<Y T� .. HCTIOIV A —A f 5 _ ^v' ,— i ! i S- I ! 1 --- I -,. ADLiTIONAL ANCHORS. ^£N RECU;R_D) IX4xi/8 `-i X 4 Y. 3/S TUEE M;iL' rnn, ENTEAL / TL3£ MULLION ONID Isac s — BSI JAM-E LTA;=.J 1 JAP.3 Fes` rtvEi -A. i:! FLORIDA EXTRUDERS INTERNATIONAL, INC ` SANFORD, FLORIDA j ;TITLE: a1- -- SHEET OF c} A.PPrOVED BY: � I • MIAMI-DAME NIIANII-DADECOUNTY, FLORII METRO -DARE FLAGLER BUILDI, BUILDINC CODE COMPLIANCE Ol:F1 �. METRO-DADC FI,AGI.[iR BUILD[ .140 wir rLAci um s'1' zimn , sure: t, MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICC Or ArrRPTANCC (305)375-2901 VAX (303)37s Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 C:ort•rIUC: COtt 1.1C1ir SING St:C.•TI (305) 375.2327 rAX (3Us) 373-: coiniw:'rOtt mvi.si (305) 373-2966 VAN (305) 373.: mtol)u(r CONT1201. UIXTS;' (305) J7S-2')02 VAN (305) 372-1 Your application for Notice of Acceptance (NOA) of Etttergy 6-8 S-W/E Ynseving 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 material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Ccde. The expense of such testing will be incurred by the manufacturer. c' ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rate twartgucz Chicf Product Control Division 'THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND CENER,IL CONDITIONS BUILDING CODE R PRODUCT REVIEW CO•INTITTEE 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 Nlianli-Dade County, Florida under the conditions forth above, APPROVED: 06/05/200 i Francisco 1. Quintana, R.A. Director N iami-Dade Count), Building Code Compliance Offic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.thc locations where the pressure requirements, as determined by SFBC Chaptcr 21 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-WIC 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-E1V-I, Sheets l 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 Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang such that the angle between the edge of canopy or ovcrhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components 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 system-,. 3. 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.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflieial or the South Florida Building Co, (SFBC) in order to properly evaluate the install ion of this system. lvlaml l Pcrcz, P.E. Product Co C Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN O EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi, and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South. Florida Building Code affecting time 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 scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. �. Any of time 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 th6 words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other docunments, wlmere it applies, shall be provided to the user by the mmnnufacturcr or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T11IS ACCEP •ANCE ManueYPcrcz, P.E.; Product Contr 'xarn Produ 'ntrol Division : $_'CORML•MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing X 2'0" COP-WL-MA0141-02 02-0419.08 52.0 (Application Filed) NO TV 2'8" 2'10" 3'0" 3'6" Not Listed — Not ListedArrangement — XO, OX, OXO j .'Aulliples(t�idifill..., 2'8" + 1'0" COP-WL-MA0143-02 t.f 02-0419.08 (Application Filed) 52.0 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 I NO I 110" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" - 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 37 + 3'0" + 3'0" XX, OXXO I 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 (Application Filed) 52.0 ' ' NO ! 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8" + TV + 2'6" COP-WL-MA0145-02 02-0419.08 A lication Filed (�' ) 52.E N() f 2'8" + 2'8" + 2'8" + 28" 2'l0" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TV + 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, slate or local building codes specify the edition required_ Masonite in:erna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201 Oak aft -' �, AR' EK,. ,,11,r'XG1.A.t1 hNIftY 0C10K% t --T ArR.rgh,E( "Dow, Zt 29. M? conpnacp prnpram of p,xua m,DFo.Tmcn1 ncplts spccdkLb"s, deepn and p•orluu dcoil :Wrjca 10 03rnge wd10"f notice. Masonite International Corporation Glazed Units X X0, OX. OXO XX, OXXO COP-wL-Mao oo-02 FIBERGLASS DOORS 6'8" Height — Outswing TV 2'6" _ 2'8" COP-WL-MA0161-02 2'10" TO". 02-0418.03 (Application Filed) 55.0 NO TVNot Listed Not Listed — - 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 (Application Filed) 55.0 NO i t 2121-0" + 1'0" _ 1 2'f0" + IT, TO" + 17' 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Appfic2lion Filed) 55.0 NO + 1'0" + 210" + 1'0" 17'+2'8"+17' 1'0" + 2'8" + 1'0" l'O" + 3'0" + 1'0" IT" + 2'10" + 17' 1'2" + TO" + 1'2" i2'8" + 2'8" + 2'8'• 2' 10" + 2'10" + 211 V j ST + 3'0" + TO" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 (Application Filed) 55.0 NO TV + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO ! 2'8" + 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" + 2'10" TO" ; 37 + 3'0" + TO" NotC : 1. Dccr a, rangernents using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite lnfarnstional website (www.masoige.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 3 geographic loc2tion is determined by ASCE 7 (Minimum design loads for buildings and ocher structures). National, state or local building codes specify the edition required. 5. Masonite International siruclural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. t Oa ,aft AR ,:. A1� h''I kV•VOO4l ra•.re...N re.,.,, tn,n o..: <l. zaz Masonite International Corporation. Out Out LonUnm;q Oroglam of aoG.d .m0/O�ttnem mikK SptdfiC>thons. OeSipn tno o09uq4;i� , dNjil ;f•tim to Chonpe •nlho,d Nhce Glazed Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Inswing ArrangementSingles1 X 2'0" 1 COP-WL-MA0146-02 ,1' = 02-0423.01 (Application Filed) 40.0 ,. 1 NO 2'6" 2'8" _ 2'10" 3'0" 3'6' Not Listed Not Listed — — ArrangementMultiples1 r Xv. OX, -1 X0 2'8" + 1'0" . 1 COP-WL-MA0148-02 VUPTHITII. 1•foil=9• 02-0423.01 (Application Filed) • ] 40.0 1 NO I 2'8" + 17' 2'10" + 1'0" 2'10" + 17 1 37 + 1'2" 1'0" + 2'8" + 1'G" COP-WL-MA0149-02 02-0423.01 (Application Filed) 40-0 NO —_, 1.2 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 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" + 210" + 2'10" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02 0423.01 (Application Filed) 40.0 NO 2T + 2'8" 2'10" + 210" _ 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 10" + 3'0" + 3'0" Notes: 1. Door arrangements usir:g fewer panels tear, what is shown in the above chart also comply under the product approvals shown. 2. Assembly delai!:> are available from. the Masonite Inlernalional website (www.masonite.com) or from the technical center. 3. lnsla:Iation ins?rections are 3v3ilable from the N230nite Internaticnal website (www.masonile.com) or from the technical center. �. AC'ea; design pressure requirement for a specific cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for bui!dings and other structures). National, state or focal buiieing 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 PA2.01, PA202 & PAM. O akoraff � /K� ni � EKry 1-I4I.11 CI.ASS ENT"Y;DOOR,% N•o-T--F.-, uG<,r Donn �UII(ViA' V �n��nli.)I ❑ �/�V//O �.e +Ot1 t10ta.I (� C fA 23. 2M2 r:aca:uwSplcT+'clv'".d�R.pmmarmm]wesspc:�r:_;:a's.usgr::-s;m:.a Masonite International Corporation Glazed Units ` 04L-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing X Singles(1 2'0" FIRM= I r.l• r 02-0423.03 COP-WL-MA0166-02 (Application Filed) 21 47.0 1 1 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed — — 1 X0, OX, OXO 1 (Width) 2'8" + 'IT qasciiiie1 COP-WL-MA0168-02 . �1 02-0423.03 (Application Filed) �• 1 47.0 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 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" + 172" 1'0" + 2'8" + 1'0" 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-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" +2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + TV COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 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 O ak�raff �� Tc• J% EK'" ...I�x..�n a.l FII11:IrrA1 SS Fta"1'NY UOOUS eao-,-A"e.r.a F._' .a Emn Door a ApN 29. 2002 our wm"Wng program of product impro menl makes SpeedicAionS. design and produel m O"• r Oae., Masonite I n t e r n a t i o n a l C o r p o r a t i o n detail s,blea 10 Change wMoul note. Opaque Units COP-WL-MA0100-02 a FIBERGLASS DOORS 6'8" Height — Inswing X Singles1 2'0" COP-WL-MA0101-02 01-1031.01 jjjjj�• 76.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — NO X0, OX, OXO 2'8" + 17 02-0109.10 COP-WL-MA0103-02 (Application Fled) 55.0 2'8" + 1'2" 2'10" + IT 210" + 1'2" 37 + 17 3'0" + 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" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2.8" + TV COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff AR1 EK'� FIM11kOI.TSS VWI NY DOORS 1—T. ".E F4 ,r Emry 0. Aoki 29. 2002 Our Contra .ng program o1 0,06 t mo,ovemem makes specificat,ons. Oes,On ano Viodua 0,Wd suoltc, to C..V. w hw n012e E •cl"firel, I.om Masonite International Corporation Opaque Units C0P-WL-MA0100-0Z° . FIBERGLASS DOORS 6'8" Height — Outswing 1Singles1 X 2'0" I 1Miami-DadeOCCO COP-WL-MA0121-02 01-1031.02 C•Rating 76.0 1 1 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed — — X0, OX, OXO Multiplesi 1 2'8" + 1'0" 1 COP-WL-MA0123-02 1 02-0109.09 (Application Filed) 1 1 55.0 1 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17' 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 3'0" + 17 17 + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO TV + 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 8CCO protocol PA201, PA202 & PA203. O akc aff Wun,ler"in '1 a<<d Aft 1 EK" f«luf�«ly l D " elHe:KO1.AS5 ENTkV OOOKS —T-16, Envy Oee•• APM 29.2002 Our conlinuino crooram of product improvement makes speeipcafions, design and product _ I)/)< -I /lVln! ✓� /<," ❑ � �/1C1�� n, Dee y Doe„ Masonite International Corporation oelaa suDlecl to cna ve wilnoul mlice. Opaque Units COP-WL=MAOi00=02 . FIBERGLASS DOORS 8'0" Height — Inswing M,ZUE'OM. X Singles1 2'0" Mas'onite Intemalidnallo1' COP-WL-MA0106-02 r 02-0109.08 (Application Filed) �• 1 70.0 1 I NO 2'6" 2'8" 2' 10" TO" 3'6" Not Listed Not Listed — — ArrangementI 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" TO" + 1'2" I 1 rl 02-0109.08 COP-WL-MA0108-02 (Application Filed) �• I 55.0 1 1 NO X0, OX, OXO 1'0" + 2'8" + 1.0" 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" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" 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" TO" + 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" 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 & 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. O akcraff AFC EK• .•J� '1'e e.l FIII I:It C; I.A\.s t. N'CNY,nOOµs N"nT .""W EM.p."Ewy[roo., N AD'd 29. 2002 0.1 conlmump 01opnm of 0/0oun YnOrovemenl makes SMiliGlans. 0e1,9n 3.0 010d. l W2.1 suolect 10 Change wi\nout nol.ce- ., o".L,Y o"o,. Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing X Singles (width) 2.0" COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 ,. NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — or X0, OX, OXO 2'8" + 1'0" COP-WL-MA0128-02 Miami-DadeGCCO, 02-0109.07 (Application Filed) UPRalling 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2' 17 + 2'8" + 1'0" "IT + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX• OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 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" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oakcraff AR EIC'" Y,Ill.k(A.ASS EN"1'NY `DOOKS N T ""W f—j—Env?Door Aprd 21). 2002 Our cominwno program of piodw improvement makes specifications, design and oroduct devil suolecl to Change without nalicc /��C,, f.clurively I.om /L�, moo" voe VV CCii Masonite International Corporation MID-WL-MA0001=02 Unit SINGLEDOOR s• TYP. l" UNIT 8'0" UNIT -15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. . I I F11 t 11 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #18 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. i f.rru.�rerr i•om April 29.2002 Masonite International Corporation Our contmwnq orograrn of Orodw imotovemem makes specilrtalgns. des.gn and otodua dclad suulect 10 change wilhoul nol- - XO Or OX D 'Itt t Unit SINGLE DOOR WITH 1 SIDELITE UNIT 8'0" UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. yi r E I�tIT` I I t71i1t1 Width of door unit plus 1/2" Height of door unit plus 1/4" t It ♦ t .t t f Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3/16''Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Aprd 29 2432 W. lOnl�� ^� J�Jo'a^� 4� o�4oucl •i ;�•�•Cn,lv�l n44C5 SYCC�IgaINnS. oesvo anc J•ocucl aw.i suolecl to change wdoout nwce. Masonite International Corporation oxo t0004I Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8' UNIT 8'0' UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 'Rough Opening 1 • Width of door unit plus 1/2" ` Height of door unit plus 1/4" I I t I t t t t t 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 d8 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. 1 April 29,2002 Masonite International Corporation OW CO�rt.uu••�p MUJr Jan UI IrrUtlr;' � .r vlrl�Cn1 nVYCS S4CC•14JI.Un', oeson )ne Or VOucl OCUA sublecl 15 :cyloe WOW 00IRe. oxxo tlft Unit t DOUBLE DOOR WITH 2 SIDELITES 6" 3' 6• CL TYP. TYP. TYP. TYP. 11 1 1 1 1 1 1 �TYF Wir �1 if 11 1 Il fi 1 11 li i~ 13- UNIT 8V UNIT 5/16' 17-1/8" MAXIMUM ON CENTER TYP. MIT, "111"If • t 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 At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include M8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NOS for southern pine lumber with a side member thickness of 1.114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. f .clu.ve y I.on Myljowde April 29.2002 Masonite International Corporation Ou. co 6ti nd pmdnm of prodva-01—mem makes socal—lans. desgn and p•oducl detail suMea 10 Oinod without notice XX Glazed Inswing Unit APPROVED ARRANGEMENT: 3 ..'�: O FIBERGLASS DOORS Nate: 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 - 6T x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.. APPROVED DOOR STYLES: 1/4 GLASS: an na °U as nn nn H nn 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n a UU Uo a ° a nn nn nn on nn nn 105 Series 106. 160 Series' 129 Series' 12 RA., 23 RA, 24 RA 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EK'" Wnod'Ic e.l 1=1UCKGLAs1 r:N7NY tDOORS —T.wnE FL ,.. Er gOoen April 29. 2002 Our conOnumg orogOm 01 oroou[1 r^o•o,emenl mates SDCCdiai*hs. design and olodW deud sublecl to change wdhotd nonce. f .(lurr<ly Isom r+0.• rOe Masonite International Corporation XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, 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). MPAIPA' E =M** State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AR 4 EW .n,J-e r—n IA UL.CL—S 1N r k 1''l)rlfrlk.\ :' .T..—"E-0. E• 0— April 29.2002 Our conhn„og program or produa •norove-1 n kts swilications, desion and woducl derail S,olecl 10 thangt wilhoW no-, E •.�u.�. <ly I.o�� f Masonite International Corporation XO or OX Glazed Inswing Unit COP-WL-MA0143-02' FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 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: 0 00 0 00 00 00 D0� 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RA. 107 Series' 108 Series 304 Series Series' -This glass kn :nay also be used in the following door style: Eyebrow 5-panel with scroll. Oak raff AR k EK'" ........"m �•...•,.., I�IULNI�L •\.�l LI�1 N\" IJIIIIH� -1..o,..d4prNa.. E.nrr (Mon Apr1129,2002 Masonite International Corporation 01n commum, .^!oa'am of ptoavci mto—emenl mJEeS St-d--ns. a an 10 ✓,ococl aculi f"Lject tc t.r.-ae -nout noure. XO or OX Glazed Inswing Unit . '-EOP•WL-MA0143-02 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 APPROVED SIDELITE STYLES: r�r 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 1 EK'" 1,1 I11: A 1:1.:\.<.\ C., 1 .1 `nl111 N N T<< f-0<r0 E.n noon April 29. 2002 Our commwng program or p,oduCl ♦norovtloenl makc speGficafens. desgn and producl ]cud S']'ecl 10 Cnange wdnoul nonce Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: 0 s COP WL MA0144 0v5v FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". 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: 00 00 00 00 00 O0� 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o a uu . m n a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ak raft AR O EEC' Nw.Teaa..ad iiperNuEnvY Ona.a a E4 II UI:N(%LA.I\ l: N'1'N 1' 000Itl April 29. 2002 n O•�� Masonite International Corporation Ow C---no nr.0— al makes spe 1ic.,on,. des.gn and woduct dead S.o,,ct t0 mange wnhoul notice. • • "COP-WL-MA0144.02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a o 129 Series 200 Series 12R. 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft _ ARK" w.....1r.,n Ica�ur<,1 I:III11.61 SS l::rl'll1" UU()N] F-T�.ex.l F,L.rypu Emry Oew� April 29. 2002 OW conlinumo Orooram of inoduct imotovemeol makes swilicalians. OESign and 01oduct delail Subject to Change WOW n01iCe. r��C,' Ea<lurir<ly lrom f /lL."I ��r✓�r/i n oe• ,Deer• Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT. ��COP�.WL�MA0145 02���� FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12.0" 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-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: as as 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 0o a El � 00 00 00 a0 00 00 105 Series 106. 160 Series' 129 Series' 12 RrL. 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 _ Aid k EW I:IuLNCLA%S EN I MyRDca0aS Non-T.olnd E—rl.a. Emrr Door, April29.2002 - Our connnu•n0 0100, of Droau, mt0fa,Mnent mak, soKn,alions, design and vioducl acra.1 subieci 10 change wunow n012e. E <f l„1••<1y f.om o� Masonite International Corporation 0XX0 MINK,P WL=MA0145 02 Glazed Inswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as 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 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 ak raft _ � AR' EEC'• 1 `II'L.1`i-\'S Lr+i— t"I i-I Non Te.w.E far r—E.—y 0.1 April 29, 2002 Our conummnp o,ogr]m 01 prooua unvwemeM makes sde[lhglgns, design and Product detail SuoieCt t0 Change Without OOhCe. E+cluai.ery from m o�. Masonite International Corporation XX :� CQP WL-MRO`14702 Glazed Inswing Unit APPROVED8'0". FIBERGLASS DOORS ARRANGEMENT. O x l* O s Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size = 6T x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: am an as 822 Series a as 404 Series 108 Series Oak raft AFC k EW LInLXGLn.sti LrN'I XY UVUIcs-r..w..a E-0w�l... Emry Oeen rnUY1 Vl�f�.��� ✓i. vs a ® April29.2002 Masonite International Corporation 0., conlin."o p.oQram of proaucl improvement makes specilicalions, design and product do," suoleo to cmange wnmoul M,ce. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTtA-805 W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i�/ &af�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR k EK" 110L. :LA.l.i L' Nl 1)1IIIN+ r Tre V. Env, 0- April 29. 2002 Ow confinwng program of producl morovemMl Mkes SOecitiutions. design ard produn Mail Su09010 E"e wi10011 nOW ._ E..IurivelY Irom PREM vim.?(.✓/ ✓.:, � e Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. `COP WL=MA0148 02�� � _`' 810" FIBERGLASS DOORS 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 = 60" 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 o0 o0 822 Series 1/2 GLASS: Ela Da 404 Series 108 Series Oak raft AR 1 EEC" �... fnu',<r: LA SS IivTuv nn„es rvon-rowM a.p<.p."Envr Doe.. PREMvan(..//,., L..., Al)ri1Y9 P002 N, co.'—nQ pr0aram ", prooun improve" M makes specdrca,gns. do.QO and O•odou Masonite International Corporation Ulu, S.UKU W c03l ge w"00e1 -0.d XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: ---COP -WL-MA0148-02 ; ;r 8'0" FIBERGLASS DOORS 0 - 300 Series 177-1 .T 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 insulate] glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 OO akcraff ARTEK`� JAULRCLASS LNIKV DOORS - Noe-T. F,Ue .(—,Oowr PREM`._.'v,`?' ,.1G.r.:... April 29. 2002 Masonite International Corporation Our Conunu,ng program of product enpmvement makes swdicali0n5. d,Sign and product acud subject to CNnge -nowt nolrc . Ox0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: to 0 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". Single Door with 2 Sidelites Maximum unit size = 9'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as 404 Series DID ao as 822 Series a 108 Series Oakcraft AR EK" Vl0Lk(:1-Atiti L.NA 1' la(1(Ire.1 r+ .•wna f4waY.. f��rOron ��/� a tp • a-• • Oa April 29.2002 Masonite International Corporation Out co"mumg program of proaua .rlmovemem dukes smiticat,ons. oeslgn ana product detail Subjea to change without nonce. oxo'COP-M-MA0149.02 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: t s �a a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EEC'" 1:18CRGLASS ewrRV DOORS t—U.—s fa,wcl..r(" D. rnuYl ul�li.✓� /r.,. a / �. t9 April 29.2002 Masonite International Corporation Our conunuino program of WoduD irnDrovemenl nukes specifiulions. design and product deUd sublecl to change wOnoul notice. OXXO Glazed Inswing Unit O'O" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door with 2 Sidelites Maximum unit size =12'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: oa 404 Series MI on oa 822 Series 108 Series O_ak�jaff AR 4 EK" Eulua.vely bom 1:1"lR LASS EN'1'NY DDOKN - N T-d fbw, uEmrr Dom, PRE 0Wi;,11 ." de."rY peer April 29.2002 Masonite International Corporation Our cununw g pr002m 01 product 70rovement mates Sr Krfi WS. design and product delad Sub,ec110 Change wdhout n01iCe. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 3 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulate 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 A EK'* E•<luureir l.0 m.• .. d. p,• Tc a,uraJ I�IIf I:R(�L.\1111�'1'M\'n�1nHti NonT .w.eA Fau.aY"E�wFOwnVti��n��r�i. - L •. Q t/J/J,6 Apri129.2002 �+ O�•,� r Ooo�, Masonite International Corporation 0. CW,U 'o orogr of p. oava 0,orement makes soKiiuwns, desion and wodual detail su0jea to auntie -thoul .."te XX Glazed Outswing Unit APPROVED ARRANGEMENT: O o n 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: 00 0Do 0 00 00 00 �00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA, 23 RA., 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak AR EK- ' raff E..ru.irere ,.om r`A-:K(:L.\\.\ LIr"\' 51171IIN Nun.T.—f—,o.. E—, 0-1, April 29. 2002 Our CM1.- , ologrom or o,odua -morovemenr makt3 SpeCArcarans. design and orodua aeu, 50,10 10 CNnpt wnnour nmr- _ XX Glazed Outswing Unit FIBERGLASS DOOMS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na as 404 Series 410 Series. CERTIFIED TEST REPORTS: CTLA-805W-2 1o9 Series 114, 120.122 152 Series 149 Series 300 Series Series 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). 1� / &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AREK" r,r.. 1=1U1:N(:L.\11 LN'IMl' UUIIN\ Nun-T�.wrM fL�.t1�,a Enir(poon April 29. 2002 0. COn1'numd Oropram of o(odua 4 wovemenl makes soeodicaliOns. des.gn and orodutl dma w.o,w to Onange _nw n..6 E.t, ely 1•o.n m o•• r Ooon Masonite International Corporation �COP:V XX �,�. Glazed Outswing Unit .8'09' FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 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: 00 404 Series an 00 822 Series 108 Series O akcraff AFC' EEC" I7I1ILRGLASS LI`I ENI" 001)NS a Tawnd F—r—En 0— - a April 29. 2002 T n....,r ue•.. Om com....0 prop". dl p,odua mp,ovtme. mates specd.airons. 0e p and producl M d 5 0 rl i t¢ International C O r p O r d l l O r) delad Suojeel 10 tbande wilboul noble - C IRWIN I I = =-NI FI=- 11 1 \-LOCATION OF OPTIONAL VENTS 0. A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. OODR WIDTH - I6'-0" NOTE 1 INSIDE ELEVATIONS - 12R.4 LAG SCAEYIS p1 19 CENTERS. 1 OD. IYN. FRONT FRAME WITH V.V. DOORS UP TO 7'-0' HIGH CONSIST OF ((!) SECIONS (SHOWN)). DOORS OVER 7'-0- HIGH CONSIST OF (S) SFCiNN/5 (NOT SHl7NN). WASHER REOURKO. HAG SCREWS MAY BE COUNTERSUNK COATING ON 0111510E SURFACE (BUT NOT REOIIIRED) TO PROVIDE A FiAl5H1 IIOI11111NG SURFACE NIXeZONT& AWES 00 NOT TRANSFER LOAD. n n y I 2" THICK MOL 1 SSGACRLAS LITE OPIONAI IO c�flt"al W NDOW L_- INSIDE / SF[IIDN R B 2 DATE: ECN NO. 11Ann (TOP. BOTTOM & g 1 REVISIONS ): DESCRIPTION OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL MACK DOOR WSTAU 13 Gl GAIN. STEEEL.. FLAG BRACKET. EACH fA51ENED TO WOOD JAMB WITH I (3) 5/16•al-:5-1 wow LAG SCREWS. LISTED �: DOUBLE TRACK TRACK..�318pimtl LAW HEADROOM IS AVAILABLE AS AN OPTION 000R NEW 'C' g HOGHr l.• 2' GALV. STEEL TRACK. • 0 MN. TRACK THICKNESS:.M. 8 x -LOOT( SO Q TIP. 2-1 /2112 CA GAILY. STEEL TRACK BRILIO,T. (BOTH gTMT'ORWCIONC - : 3 ({) ,PILN BRACKETS PER SIDE. N LHR TOP BRACKET REPORT#9606C �« HORIZONTAL - C 3• a 20 GA U -1-i U-aIlav NFAAVNnu OPT10N ,,-3 PATTERN w A TWO U -I PATTERN 0£ TWO U-BARS' ON BOTTOM SON NE ONE ON. ETC Or/ NEXT SECTION. ETC.) �I4a3/e• SNEEf uEru SCREWS O O 1/4'z3/4' SE1F TAPPWG SCREWS. 14 ✓1 FINn HINGES 1R fA INTRIL'F.^.I.TF NV;C-E VIM 'D" N!W 'C' STOP YOIIIlxNG BY DOOR INSTALLER cR (TO SUIT) 20 GA MN. GALI, STEEL END STILE 2a8 YELLOW PINE JWB 20 GA GALV. STEEL INTER. STILE I LIVE RETAINER -SIOCKOR BRACKETS; FAS1ENm TO WOOD JAM8-l' 23 GA WN. STF$, /8z3/4' PAN HEAD SCREW SKIN COATED A G-{0 MIN. (10 SCREWS PER LITE) 3 8 z4 SLEEVE AN41p15 ON 11 ST MIF3i5 (C-90 WITH ONE S/18'al-3/e' HAG SCREW GALVANIZING. BAKED -ON PRIMER. BLOCK) OR 2{' CENTERS (2.000 PSI MIN. CONCRETE) DR PETL TRACK BRACKET. AND A BAKED -ON POLYESTER 1/!'z!' TAPCaN SCAEwS DR 17-1/2• CFMERS (ZOOO 7/IC 1.0. ROUND T TOP COAT APPLIED TO BOTH SNAP LATCH ENGAGES PSI WN. CONCRERj. wA5FIE7LS INCLUDE, WTY, FASTENER (ONE PER ROVER) 18 GA GALV. STM COM HINGE SIDES OF STEEL SKIN. 12 GA GALV. STEEL TOP ONTO A£RIIICAL TRACK. ygVE ANCHORS, 1' O.D. MN. WASHER REOUNED FASTEN TO HINTER. STYES W A) ROLLER BRACKET. EACH ONE SNAP LATCH ON TAPCONS. ANCHORS WY BE COIINTER51/NK 2' GALV. STEEL 77Md( FASTENED TO 1 { GA GALV. STFII ROLLER ryIryGES BRACKET ATTACHED W/(!) EACH 510E OF DOOR. WITH BAIT LOT REQUIRED TO PROIOE A FLUSH 12 GA GILT. STEEL TRACK BRACKETS. FASTENED TLl ENO SRlES EACH IN 4) �1{a5 8' $FLEET YEVL INTER. STILE ( TRACK ATTACHED TO EACH BRACKET /1{z5//a' SHEET METAL SCREWS {ND /1ID5/8" SHEET METAL NOT SURFACE HORIZONTAL 4AMBS 00 NOT WITH ONE 1/4"z3/8' Bd.T &NUT ({) I/4'aS/4' SELF TAPPING SCREWS PER ENO HNIGE SHP LAP JOINTS. SCREWS. TRANSFER LOAD. OR TWO 1/4- OA. RIVETS. OUTSIDE KEYED 14 GA. HANDLE END END 2" CK SHORT -STEM. TO BALL STEEL ROLLER. END HINGEVSTEEL EACH SnLE STILE 4AMET CONFIGURATION MARK WESTERF ELD. P£ FASTENED TO ENO WIER PREPARATION OF J BS BY OTHERS. SECTION C-C FLORIDA P.E �48495 STYES W/(4) !L♦a5/a' INSIDE WHOLE STILE NORM CAROLINA P.E /2W32 SHEET MEIN. SCREWS 3' TALL U-BAL & (4) 1/4'.3/1 SELF aOTSIOF K- n N LOCK BAR 20 GA GILV. STEEL TAPPING SCREWS. SNAP IArCH Lax OPTION ENGAGES IN DESIGN LOADS: +24.0 PSF & -24.5 PSF MIN. YEIID STRENGTH: 50 NSI - OUTSIDE TRACK ON NOTE 2' ELEMENTS EACH SIDE SHAU BE THE RESPONDESIGN SIBILITYPROFESSIONALLTHE SUPPORTING 1OF TEST LOADS: +36.0 PSF & -37.0 PSF ]' TALL . 20 CA CALV. STEEL U-BARS ENO SLIDE BOLT HANDLE OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE 1 W ALL . 2-I PATTERN STEEL U U-BARS SOLE LOCK ENCASES WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON mxNPL IMWNws .NE 9cnm N BLUE 1-7/8• � ON BOTTOM SECTION. ONE U-BAR ON NEXT INTO VERTICAL THIS DRAWING. ION wm A 11.ISE0 SUL <D@OSS). PART NO.: T SECTON ETC.)). EACH U-BAR ATTACHED TRACK. ONE '''�/� NO'T�O'E'' URleaa Slated Oth.r.9aa 312 W04wt A $Hite Ifi00 WITH I/!'zl/!' SELF TAPPING SCREWS LOCK ON cwi—bw/pmPut ry :•Tamolioa IDEAL PER STILE LOCATION. FA.CH SIOE a CLOPAY au.nlNc PRODUCTS 00. TOLERANCES ,.. cincinrwH off 45202 OF 0". s canlairwd N.ni• .ad a-r Aa T& No. I-W-381-4800 aa.a. .0 = t.03 "um No oau"L F. NIL 1-513-762-3519 INcI_�LT m.4. awi.M., a bLab0a1.0 01$00 = t. SECTION A -A TSIDF NEWT AID. cmwn HOCK OP110N d8wul N PAID. F Tan b . DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD m..•,. w. mbw.000 13 GA. CALV, STEEL BOTTOM BRACKET. Iial.Wly w a^r m wy« enaN .0000 t.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG, ATTACHED WITH (2) 114.5/8" SHEET METAL SCREWS. f ei'a '•"A I-`a1OA1 0egree9 = t 1/2' ALUMINUM EXTRUSIONAy'j/ Jl Third a 1 CHECKED BY: Mww DATE: 4/16/00 SHEET 1 OF 1 SIZER L & VINYL WEATHERSIFLIP. Projection e 4 aMEia5loNs iaeuil+ INCHES. DWG. NO.: 102136 REV. N0. 1 4 3 2 � � 4' DIV, A 1*:_' 1+ MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) LISTED OPTIONAL OSB G1A55 OR 1/8' ACRYLIC UTES AVAILABLE (SEE SECTION B-B) (1) INTERM P Ze Bo ((EDIATE STILE)) ATTACAND 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG. LOG SYSTEM UREED THANE ADHESIVEO(ALONG CENTER) r -� A 70P, BOTTOM &CENTER).' rK pp REPORT#9606C ) 25 GA MIN. GALV./ Y LOCK POSITION (BOTH SIDES) STEEL SKIN COATED WITH A BAKED=ON PRIMER TWO POINT LOCKING -ON POL AND A BAKE OF STEEL��H TOP COAT APPLIED i0 BOTH SID N O 1—MAX. ODOR WIDTH 9'O' 114x5/8" SHEET METAL SCREWS ONE 3' TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE le LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH S10E OF DOOR. INSIDE SLIDE BOLT LOCK OPTION NOTE 1: DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). L REVISIONS REV. NO.1 ZONE: 1 DATE: 1 ECN NO.1 APPVD:1 DESCRIPTION 1 A4 11/. - MWW OTY (1) WAS (2) FOR TRACK BOLT HICK 3' TALL U-BAR OW HEAD T O HORIZONTAL TRACK SUPPORT BY 20 GA GALV. STEEL DOOR INSTALLER (TO SUM D 1-7/8' l / T 13 GA GALV. STEEL FLAG BRACKET. 18 GA. GALV. STEEL TOP EACH FASTENED TO W000 JAMB WITHROUFN T.1 I (3) 5/16'xt-5/8' WOOD LAG SCREWS. BRACKET ATTACHE) W/(3) /14x5/8' SHEET METAL HQM DOUBLE TRACK SCREWS' ca TRACK CONFIGURATION LOW HEADROOM IS P LAP JOINTS. x AVAILABLE AS AN OPTION ¢ ,— 14 GA. CALV. STEEL ENO HINGE. EACH DOOR HEIGHT 'L' 6 -6 7 FASTENED To ENO _ 1 an� 14x5 8 I 2' GALV. STEEL TRACK, 7 -0 76 1w/(. MIN. TRACK THICKNESS: .060' & (4) 1/4'.3/4' SELF ~S 8-0 88 TAPPING SCREWS.<3 C TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. STEEL U-DM. ONE U 3' TALL x 20 GA -BAR WE (4) TRACK BRACKETS PER SIDE. PER SECTION. EACH U-BAR ARAr' W wmH Two 1/4'xJ/4' ssr TAPPING IL PER 5k/E lHR 70P BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME COATING ON WITH U.V. OUTSIDE SURFACE DOUBLE TRACK 0 t3 GA GAIN. STEEL BOTTOM L ROOM OP I N O O VERTICAL JAMB ATTACHMENT 4W000 FRAME BUILDINGS): BRACKET. ATTACHED WITH TWO n n 1/4'x3/4' SELF 1/2'x3' LAG SCREWS ON 24 CENTERS. 1' O.D. MIN. /14x5/8 SHEET METAL SCREWS. I f TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUM EXTRUSION S_SB GLASS OR WINCO LITE�r'REW BUT NOT REQUIRED TO PROVIDE A FLUSH MOUNTING & VINYL WEATHERSTRIP. 1/8 ACRYLIC LITE SECTION ITE 14 GA END HINGES 18 GA. INTERMEDIATE HINGE ( ) _ _ _ SURFACE HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6'x1-5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4' DIA. RNETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT r 20 GA MIN. GALV. STEEL ENO STILE SECTION A -A (SIDE VIEW) N8x3/4' PAN HEAD SCREW rI� VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR (10 SCREWS PER LITE) IVI END 2 RTI PSI MIN. CONCRETE COLUMN): MOLDED INSIDE iP' END 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 24' CENTERS (2,000 20 CA GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS ORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W ((4) , $14x5/8' SHEET METAL SCR 5. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1 /4'x3OUTSIDE KEYED LC /4' SELF TAPPING SCREWS PER END HINGE. I C —2- OVL SHORT STEM, 10 BALL STEEL ROVER. �� � w«•wuo. PREPARATION OF JAMBS 8Y OTHERS. 11 " uN•aa stow am«.Ia• JAMB CONFIGURATION b m�MAAy nmw xaco. ntaasTOLERANCES.. a sadaaaa SECTION C-C .aa4 =X .0 - t.03 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS .00 = t.015 •iNwt SHALL BE THE RESPONSIBILITYAa Pd« can t. F RI b OF THE PROFESSIONAL- OF j ae.... w. ,w1H� A„ny ,awt In .000 t.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE '77�<C, emsH t« «y aw.oq.. we 0000 = t 001 MARK WESTERFIELD, P.E. f«su .wluAq tl,ar•I,•m. 9 / WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON �/CJL Degrees t 1 T THIS DRAWING. FLORIDA P.E. 848495 'v i t Third Mgle NORTH CAROLINA P.E. J23832 `/ Projection r - U.1— Stated OU"r*" DIMENSIONS ARE IN INCHC AS ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE ENO STILE INSIDE HANDLE DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. etamui amawcs rnr su•n w Pie .« wm A rva9m arK (oeoa). PART NO.: - A DEAL Cincinnati. Walinnat .N 4 202 Cincinnati, ON 45202 TJ IM f_Sf ttxl _TAM LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. i DESCRIPTION: MODEL 6RST W4 9-0 x 6-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWI CHECKED BY: MWW DATE: a/teMoo SHEEP 1 OF 1 SIZE B DWG. NO.: 102137 REV. NO. i 7 ,rear,BnYofr I—,%Y3 9T;f —.1. — FORa'1!I 60OA-2001 s FLORIDA ENERGY EFFICIENCY COD FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: qWk C,"iD��� 4�-' CIRCLE Permitting Office: City, State: -S�r-gRD, P-L Permit Number: Owner: DP. 4ao-i�)M 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: 36.0 kBtu/hr _ 3_ Number of units, if multi -family 1 _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this e!►worst case? No _ 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. (�',%,ss area & type _ a_ Clear - single -,,pane 207.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2- HSPF: 7.65 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, Ext Insul, Exterior R=3.0, 1224.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 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, 1883.0 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, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points- 26482 PASS Total base points: 27662 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: i -kip- DATE: -06 •oZ 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. LOWNER/AGENT:,ke. DATE: b� 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: EnergyGaugeO (Version: FLRCSB v32) FORK! 60OA-2001 • SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES .Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -31.8 -6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p -31.90 -6443.8 Raised 0.0 0.00 0.0 Base Total: -6423.6 As -Built Total: 202.0 -6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details FDDRESS:... PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points .Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2 34989.3 1 1.000 (1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/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 = Points .18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 1 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) -1.9 -383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: -383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1732.0 -0.28 -485.0 1732.0 -0.28 -485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS -� Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) t 7979.2 1.000 (1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 1 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 14024 3382 10256 276i2-T 11759 4229 10495 26482 0 U EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRFSCRIPTIVF MFASIIRFS /mnct ha mat nr axraarlari by nil racirlanrac COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools 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. 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: 36.0 kBtu/lir 3. Number of units, if multi -family 1 _ _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this Iworst case? No _ 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. glass area & type _ a. Clear - single pane _ 207.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 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, Ext Insul, Exterior R=3.0, 1224.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 328.0 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, 1883.0 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, 170.0 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) 11E sT in this home before final inspection. Otherwise, a new EPL Display Card will be completedyO4 = 9��0{ based 'on installed Code compliant features. un, O� Builder Signature Date: Address of New Home: G - l D C.1 City/FL Zip: ,3AA�p2gQ p:�. , rd'co�'�� *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStar7"designation), your home may qualify for energy efficiency mortgage (EEAV incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld • For: D . R . HORTON i By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 (407) 831-2665 WINTER DESIGN CONDITIONS s Outside db: 38 Deg F Inside db: 7 0 Deg F Design TD: i 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Construction Quality Fireplaces Simplified Average 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 HEATING EQUIPMENT SUMMARY 11/16/98 Job # 1732 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 % Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANS Make TRANS Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor. 0.041 CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: Vl 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* I. Winter Infiltration CFM 0.8 AC/HR x 13856 Cu.Ft. x 0.0167= 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 Winter TD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* a I. Summer Infiltration CFM 0. 4 AC/HR x 13 B 5 6 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 Summer TD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM l and Door Area Procedure C - Latent Infiltration Gain _- 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD = 990 Btuh Sensible Load for Structure (Line 19) + 22883 Btuh Sum of Ventilation and Structure Loads = 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible + 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. = 1496 Btuh Internal Loads = 230 x 6 No. People + 1380 Btuh Infiltration Load From Procedure C + 2769 Btuh Equipment Sizing Load - Latent = 5645 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Ir--. MANUAL J: 7th Ed. RIGHT-J: V 3 .0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J 1732 Job# 1732 Zone: Entire House 11/16/98 I Name ofRoorn Entire House BR 4 FAM LAUNDRY 2 Running Ft. Exposed Wall ( 202.0 Ft. I 29.0 Ft. 41 . 0 Ft. 7. 0 Ft. 3 Room Dimensions, Ft. 0. 0 t. 13. 5 x 12.0 Ft 20.0 .x 20.0 Ft. 7.0 x 9.0 Ft. 4 Ceiln_s, Ft Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTNI Area Binh Area Btuh Area Binh Area Binh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 «+t+ *+** 232 •""a "*+* 112 **** ***i 0 Exposed b 12C 2.9 1.9 56 **ii ""*# 0 #*** **«a S6 kk«# tatt 0 iss: anti Walls and c 13C 3.2 1.2 328 *"*• """t 0 *"s* '*** 152 **** ***" 56 **** **** Partitions d 0.0 0.0 0 "**• "•** 0 **** **** 0 **** •**a 0 0.0 0.0 Q #"i# #s#t p ks#i tint o #i Rt ###i Q f je� 0.0 0.0 0 t••i Rkti 0 i#is i#krt 0 iist sttR 0 k##t anti 6 Windows and a 1C 37.0 ** 153 5655 •ttt 23 850 +**• 23 850 **** 0 0 s*•' Glass Doors b 8C 37.0 "* 54 1996 **at 0 0 ***" 0 0 **** 0 0 **** Heating c 9A 29.9 *" 0 0 **a+ 0 0 **+* 0 0 *•** 0 0 ***+ d 0.0 is 0 0 iiaa 0 0 «i#t 0 0 ttsi 0 0 iiss e 0.0 as 0 0 iYia 0 0 tt## 0 0 t#ti 0 0 asss f 0.0 *• 0 0 a*** 0 0 **ii 0 0 nisi 0 0 *isi 7 Windows and North 22.0 19 "*"* 429 0 **** 0 0 •«*« 0 0 ***+ 0 Glass Doors NE/NW 41.0 46 *«*• 1886 23 """a 943 23 **"* 943 0 *"** 0 Cooling E/W 0.0 0 irRs 0 0 tkik 0 0 sits 0 0 kkks 0 SE/SW 49.0 142 *"++ 6934 0 *•** 0 0 ***" 0 0 YtRt 0 South 0.0 0+*** 0 0 •••• 0 0 **"* 0 0 '••• 0 Hori 0.0 0 #ss. 0 0 #iks 0 0 kiii 0 0 kkks p S Other doors a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 36 120 44 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 1883 3194 4192 162 275 361 400 678 890 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 If Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 �bj c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Bhth Loss=6+8..+11+12 ""•t 26742 ttkt ittt 3003 s*ia sR*+ 4831 tt"* i+iR 1152 sa"* 14 Duct Built Loss 10% 2674 "*** 100/ 300 "*«« 10% 483 **** 10/ 115 s«+* 15 Total Binh LOSS= 13+14 *t*• 29416 '*"* """" 3304 ***« *"** 5314 *+** tasi 1267 sit* 16 Int. Gains: People a 300 6 «"*" 1800 0 **** 0 4 «*+* 1200 0 **** 0 Appl. a. 1200 2 *"** 1800 0 ""«* 0 0 ++** 0 1 **** 600 17 Subtot RSH Gain=7+8..+12+16 •"** *+** 20803 ••** **** 1706 **** "'•' 3900 ***• "+*" 109fl 18 Duct Bath Gain l00/ sttt 2080 10°/ "*** 171 10°/ "*+" 390 10°/ **t* 110 19 Total RSHGain=(17+18)*PLF 1.00 **«• 22883 1.00 ""** 1876 1.00 **** 9290 1.00 ***" 1208 I20I CFM Air Required ( "*** I 12001 12001 ssis I 135I 981 **** I 2171 2251 **** I 521 631 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1132 Zone: Entire House 11/16/98 I NameofRoom BR 2 BR 3 M/BR M/BTH 2 Running Ft. Exposed Wall I 27 . 0 Ft. I 11 . 0 Ft. 32. 0 Ft. 10.0 Ft. 3 Room Dimensions, Ft. 13.0 x 12. 0 Ft. 11.0 x 15.0 Ft. 13.0 x 17.0 Ft. 10.0x 15 . 0 Ft. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Binh Area Binh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 96 **"* ***« 88 **** +*** 256 **** **** 80 Exposed b 12C 2.9 1.9 0 "*** *««k 0 #:i. ++#« 0 YtYi +rir 0 YttR #riw Walls and c 13C 3.2 1.21 120 *+*i «iki 0 fisfii tfii# 0 sias a«a« 0 Partitions d 0.0 0.0 0 k#ik #w«t 0 Ri## ikiR 0 #t## #itt 0 k#Yt fii#t e 0.0 0.0 0 «aaa tttR 0 #tk# tl aY 0 xi#i #RRi 0 t#ak ktYt f 0.0 0.0 0 slat Riir 0 i:sr lilt 0 isri «rrw 0 srrr ssrt 6 Windows and a 1C 37.0 *" 16 591 ***" 16 591 *'** 32 1183 «*** 10 370 *'** Glass Doors b 8C 37.0 *' 0 0'+'+ 0 0 "**" 0 0 •*'* 0 0 **** Heating c 9A 29.9 as 0 0 r«#s 0 0 iiti 0 0 xYY# 0 0 ikwr d 0.0 tk 0 0 krss 0 0 ifitt 0 0 #+«w 0 0 Yi!! e 0.0 as 0 0 kfias 0 0 t#kt 0 0 tiff# 0 0 k#sk f 0.0 Rs 0 0 stss 0 0 «fitfi 0 0 sass 0 0 ska« 7 Windows and North 22.0 2 **•* 44 2 iRs+ 44 4 +*++ 89 2 **'* 35 Glass Doors NE/NW 41.0 0 *+** 0 0 s**" 0 0 ss+' 0 0 ""• 0 Cooling E/W 0.0 0 itti 0 0 w««Y 0 0 i«wk 0 0 w#«r 0 SE/SW 49.0 14 "*'• 685 14 s+" 685 28 **** 1370 8 ««*• 413 South 0.0 0 *+** 0 0 s"*' 0 0 ***' 0 0 0 Her z 0.0 0 *'*' 0 0 ««Y# 0 0 *a«fi 0 0 as«i 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 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 7-1Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 V :rtitions d 0.0 0.10 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 2.2 156 _ 265 347 165 210 367 221 375 492 150 254 334 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 27 700 0 11 215 0 32 829 0 10 259 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Bath Loss=6+8.+11+12 "*' 2556 **•* **** 1759 **** **"• 3790 '*'* '*** 1322 **** 14 Duct Btuh Loss 10a/ 256 **'* 101/ 176 s'+s 10/1 379 *"* 10°/ 132 "•*' 15 Total Btuh Loss= 13+14 "s* 2812 '*'* ***• 1935 *"** *''* 4169 swk# iris 1454 Rfi«k 16 Int. Gains: People @ 300 0 s*** 0 0 •*"* 0 1 **'* 300 0 "'*' 0 Appl. [( 1200 0 #rwR 0 0 itrR 0 0 #k## 0 0 lsis 0 17 SubtotRSHGain=7+8..+12+16 atfix akls 1425 **** **** 1296 ***" ***s 2737 "•"* **•• 933 18 Duct Bhdt Gain 100 *•** 192 10-/ '+'* 130 10°/ *s** 274 10% *"** 93 19 Total RSH Gain=(17+18)*PLF 1.00 .00 •*** 1567 1.00 **** 1425 1. 00 s*** 3011 1.00 •*** 1027 I20I CFM Air Required I xsafi I 1151 821 ***' I 791 75I ***• I 1701 1581 a*** I 59I 541 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 I Name of Room BTH KICTHEN DINING 2 Running Ft. Exposed Wall I 0. 0 Ft. 31.0 Ft. 14. 0 FL Ft. 3 Room Dimensions, Ft. 9. 0 x 10. 0 H. 16. 0 x 14 . 0 Ft. 14 . 0 x 18 . 0 Ft. x Ft. i 4 Ceiings,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST FITi\4 Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Len&th Htg Clg Lenbah Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 0 ***s *««k 248 si«i rt«ri 112 Exposed b 12C 2.9 1.9 0 ***a }»krt 0 *rt#. k##, O Walls and c 13C 3.2 1.2 0 •«si sssi 001 001 »ii} isis trrtrt ;##t Partitions d 0.0 0.0 O #, t» »### Q tfkR i.kf 0 e 0.1 0.0 D #i#i i### D ##rt# #srt# O «tk4 #irt« #k#rt ;iti f 0.0 0.0 0 tics iki} Q »tsi ,itt O i»iY tit# rtfrtt taif 6 Windows and a 1C 37.0 a* 0 0 **** 10 370 **** 23 850 **•* i«•« Glass Doors b 8C 37. 0 ** 0 0 **** 54 1996 ••ri 0 0 rtirtk „k, Heating c 9A 29.9 ** 0 0 ***a 0 0 **** 0 0 d 0.0 ,# 0 p si++ 0 0+„+ 0 0 +ss« s««a e 0.0 ## 0 0 •s R# 0 0 .«fi 0 0 f 0.0 +» 0 0 issi 0 0 „aa 0 0 7 Windowsand Notth 22.0 0 ***• 0 7 **** 153 3 **** 64 **** Glass Doors NE/NW 41.0 0 **** 0 0 as** 0 0 **** 0 **** Cooling E/W 0.0 0 «s s. 0 0 s,sk 0 0 ksr« 0 #}i» SE/SW 49.0 0 *•«« 0 57 **** 2795 20 •a*" 985 nisi South 0.0 0 «s.i 0 0 ss#t 0 0 sisa 0 #+»s Hotz 0.0 0 .i}i 0 0 rt.rtr 0 0 i««i 0 :««k 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b I IOD 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 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 90 153 200 224 380 499 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 0.0 0.0 0 0 0 0 0 0 0 0 0 jb� c I 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Bhth Loss=6+8..+11+12 ***• 153 s«»» ss,+ 5704 s»»s +#+# 2471 14 Duct Btuh Loss 10°/ 15 **'* 10/ 570 •••• 10/ 247 15 Total Btuh Loss = 13+14 **«• 168 **** •**" 6275 *«.s at« 2718 **** ss«s +*+• 16 Int. Gains: People a 300 0 ""•• 0 0 **** 0 1 •a*• 300 **•* Appl. @ 1200 0 **•* 0 1 **** 1200 0 a'** 0 rtru 17 Subtot RSH Gain=7+8. +12+16 i}rtr rika 200 .ark a*}« 5328 sik« skis 2180 18 Duct Btuh Gain 10% "*** 20 10% •••• 533 10°/ •*** 218 % **•* 19 Total RSH Gain=(17+18)*PLF 1.00 •*** 220 1.00 *••* 5861 1.00 **** 2398 «sii 1 20I CFM Air Required I **** I 71 121 **** I 2561 3071 **** I Ill 1261 **** I I I Printout certified by ACCA to meet all requirements of Manual J Form ` MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job #: 1732 File name: 17 32 . bld 11 / 16/ 98 ~� W S D W G L S S O N A S O O W C W S N K l 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY ` BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 3• bath duct to roaJ cap u+/J� 4• bath duet r— eo : J eap r i J -. ,eat.: r/tt•- r'o' rust have a minimum ctearance of 4inches around the air handler per the State Energy code. Ali duct has an r=6 insulation value. <-� 3 F'� g � ti S rr^� � vl Z m O F Y G CO o C� O E r C \� Rating o N } CO w O Z > Z m H Q J m IL O 75 —1 0 Q a f I. MiTeke MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA December 5, 2002 Fax (954) 680 4395 Pages or sheets covered by this seal : I2177850 thru I2177880. Total: 31 drawings. Job :DRI 732E Builder :D.R. HORTON Location :BAKERS CROSSING, LOT County : S EMINOLE 113 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) 31 Truss drawing. 2) Truss Index. December 5, 2002 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSVTPI 1-1995 Sec.2. f TRUSS INDEX OF JOB DR1732E R Trusses included=31 0,"\DR1732E\a.tre" 12177850 1,'1DR1732E\a11.tre" 12177851 2,"\DR1732E\a13.tre" 12177852 3,"\DR1732E\a15.tre" 12177853 4,"\DR1732E\a17.tre" 12177854 5,"\DR1732E\a19.tre" 12177855 6,"\DR1732E\a7.tre" 12177856 7,"\DR1732E\a7a.tre" 12177857 8,"\DR1732E\a9.tre" 12177858 9,"\DR1732E\a9g.tre" 12177859 10,"\DR1732E\b.tre" 12177860 1.1,"\DR1732E\bg.tre", 12177861 12,"\DR1732E\c.tre" 12177862 13,"\DR1732E\c5.tre" 12177863 14,"\DR1732E\d3.tre" 12177864 15,"\DR1732E\j.tre" 12177865 16,"\DR1732E\j5.tre" 12177866 17,"\DR1732E\jg.tre" 12177867 18,"\DR1732E\jg4.tre" 12177868 19,"\DR1732E\k.tre" 12177869 20,"\DR1732E\1.tre" 12177870 21,"\DR1732E\11.tre" 12177871 22,"\DR1732E\I2-l.tre" 12177872 23,"\DR1732E\12-6.tre" 12177873 24,"\DR1732E\m.tre" 12177874 25,"\DR1732E\m1.tre" 12177875 26,"\DR1732E\s.tre" 12177876 27,'1DR1732E\sl.tre" 12177877 28,'1DR1732E\s2.tre" 12177878 29,"\DR1732E\s3.tre" 12177879 30,"\DR1732E\s4.tre" 12177880 No. 4.5161 STATE OF March 13, 2002 ®WARMNO - Ver U design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® e 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 HIB-91 IV�iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -44 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. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each c2 Q other. O WEBS , J5 Q 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate o Q ; �' ; joint and embed fully, Avoid knots and wane plates /a" from outside edge of o_ a at joint locations, truss and vertical web. a o 4, Unless otherwise noted, locate chords laces p at /4 length(+ 6" from �, panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in 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 ls,to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 -G-NAIL ® t/ HYDRO -AM o russ russ ype JUNAIDIE BUDIMAN PE #45161 ty P y ORTON 12177850 DR1732E A ROOF TRUSS 16472 Segovia Cir. N. 8 1 Pembroke Pines, FI 33331-4627. (optional) OD, FL, MiTek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 4:4 age j 0 p 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 1 40-0-0 41- O 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:70. 5x6 = 5 5.00 3x4 3x4 4 6 5x6 a;� 5x6 cc 3 7 2 8 0 0 axe = 12 11 10 3x8 = 5x6 = 5x8 = 5x6 = 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): [ -4- -1- 1, 1, 1, [ -4- -1- , 11 - - , [11:0-4- - - 1, 1 - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.29 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-11 >753• BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 list LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'TOP CHORD Sheathed or 2-8-3 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 4-11, 6-11 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=224(load case 4) Max Uplift2=-984(load case 4), 8=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3710, 3-4=-3346, 4-5=-2354, 5-6=-2354, 6-7=-3346, 7-8=-3710, 8-9=14 BOT CHORD 2-12=3393, 11-12=2820, 10-11 =2820, 8-10=3393 WEBS 3-12=-410, 4-12=543, 4-11 =-862, 5-11 =1333, 6-11 =-862, 6-10=543, 7-10=-410 NOTES (5-4) 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 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) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ID1 13�""� LOAD CASE(S) Standard f r t P N0. 4 5161 STATE C �fwA� /Oft QNaL March 13,2002 A WARMING - ve ft design parameters and READ NOTES ON rffiS MM REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult QST•88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendatlon avallable from Truss Plate Institute, $83 D'Onofrla Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 1 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. Numbering System J2 J3 J4 TOP CHORDS Ca Q WEBS J5 Cr _ o cr U O Sy V Q V r- a C8 C7 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 CLANG -NAIL ® Of YORD-AIR ®General Safety (Votes 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. i J Job russ russ Type JUNAIDIE BUDIMAN PE #45161 ty y RTON1 12177851 DR1732E All ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-462T (optional) A - N- I e n ustries, nc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 4:4 age 1 -0-p 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 41-0-0 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale = 1:71. 5x6 = 5x6 = • 5x6 = 3x4 = 4 5 6 7 5.00 FTTF 2x4 2x4 3 8 2 e 1rIv dI1 o d 3x8 = 13 12 11 3x8 = 5x8 = 5x6 = 5x8 = 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 KY): -4- -1- 1, [4: - - - -4 , [5: - -0, - - 1, [ -41, ( -4- -1- 1, [11: - -1 - - , 11 - - - - , (1 - -1 - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >729 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD_ 2 X 4 SYP No.2D TOP CHORD Sheathed or 2' 5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 134(load case 4) Max Uplift 2=-1082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3773, 3-4=-3370, 4-5=-3109, 5-6=-3856, 6-7=-3109, 7-8=-3370, 8-9=-3773, 9-10=14 BOT CHORD 2-13=3442, 12-13=3797, 11-12=3797, 9-11 =3442 WEBS 3-13=-364, 4-13=875, 5-13=-869, 5-12=107, 6-12=107, 6-11 =-869, 7-11 =875, 8-11 =-364 NOTES (6-5) 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 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSVTPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 1pi ��� / LOAD CASE(S) Standard j J ��d�.� rt *' No.45161 �* �. STAT o� oniaL March 13,2002 ®WARMNO - Ve ft design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. ®® Design valkd for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be MCI 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 IndivUual 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, consull QST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 iTek® Handling Installlnp and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. /8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each c2 ca other. Cl WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; '' joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a Vti _ at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from C, __t*This panel adjacent joint.) BOTTOM CHORDS symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-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, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ®` 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLI P FORM018,019 HYDRD.1/R® f Job russ russ Type JUNAIDIE BUDIMAN PE #45161 ty P y H 12177852 DR1732E A13 ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627, (optional) OD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 i e Industries, Inc. We ar 1 1 4: age j-O-,O 6-9-14 1 13-0-0 1 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 41-0-0 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 2x4 3 8 _ m 2 9 10 ^1 vl 6 6 3x8 = 14 13 12 11 3x8 = ` 5x6 = 3x8 = 5x6 = 5x6 = 9-1-14 1 17-8-0 22-4-0 1 30-10-2 1 40-0-0 r 9-1-14 8-6-2 4-8-0 8-6-2 9-1-14 Plate Offsets (X,Y): -1- -4 , -4 , [ -4- -1- , 111: - - , [14: - - 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 13 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 13-14 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 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 5) Max Uplift2=-1065(load case 4), 9=-896(1oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-14=3436, 13-14=2877, 12-13=3281, 11-12=2877, 9-11 =3436 WEBS 3-14=-368, 4-14=554, 4-13=622, 5-13=-341, 6-13=-0, 6-12=-341, 7-12=622, 7-11 =554, 8-11=-368 NOTES (6-5) 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 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. p 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. NO LOAD CASE(S) Standard r * No. 4 51 61 V = STATE of � March 13 2002 AWARMG - ver{ jy design par amecers and READ NOTBs ON TMS AND RE VERSE SmE BSFORL 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 vertIcalty. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not trussFiRm 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 fabrlaation, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrb Drive, Madison, WI53719. Symbols Numbering System ®General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. �/8 J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each ca ca other, JS Q 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ;V; joint and embed fully, Avoid knots and wane plates 1 /8" from outside edge of c� o a _ 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 Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General 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, ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses, PANEL ©1993 Mitek Holdings, Inc. CLIP FORM019,019 [iAN6-NAIL O HYDRO,I!/R 0 � � Job russ rues ype JUNAIDIE BUDIMAN PE #45161 ty ly ORTON 1732 E 16472 Segovia Cir. N, 12177853 DR1732E A15 ROOF TRUSS Pembroke Pines, FI33331-4627. 2 1 opt ona ) OD, FL, MiTekIn ustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 10:04-50 2002 Page 1 j -P 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 41-0-0 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 (T£ 2x4 II 5x6 = 4 5 6 5x6 � 5x6 3 7 2 1LTU8 8 al ]a o p 3x8 = 12 11 10 3x8 = 5x6 = 5x8 = 5x6 = 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 MY): -4- -1- 1, [ -4 , 4: - - - -41, , [ -4 , [ -4- -1- 1, [1 112:0-3-0,0-3-01 - - - - 1, 11: -4- - - 1, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 11-12 >765 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min Well = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed. 4-6 2<X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=174(load case 4) Max Uplift2=-104511oad 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 2-12=3351, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-12=-448, 4-12=685, 4-11 =355, 5-1-1 =-363, 6-11 =355, 6-10=685, 7-10=-448 NOTES (6-5) 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 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. 61 THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. pp ,DT 13 a LOAD CASE(S) Standard .��(.Q�IFIQ,gfi jj * ' No. 4 $161 �. i o STATE oF , w 0S' �o.co,�� onra�. March 13 2002 ®WARMNO - Verij fg design parameters and READ NOTES ON TES 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 Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brlacing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Installlnp and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System ®General Safety (Votes 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 securely seat, building designer, erection supervisor, property � 1,48 8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. -� c2 c3 2. Cut members to bear tightly against each other, cc WEBS J5 3. Place plates on each face of truss at each * 4 x 2 orientation, locate For ; ; ¢ joint and embed fully. Avoid knots and wane plates from outside edge of � d �y a V at joint locations, truss andd vertical web. a 4. Unless otherwise noted, locate chord splices p C8 C2 � o at /4 panel length(' 6" from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of e 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. MiTeko Col 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 ® OfYORO,A/R O -- -'- - _---_-_ _ ---` (optional) --CCU-SPAN I A - -TH, LONGWOOD FL, MiTek Industries, Inc. 4.201 . SA1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 10:04:51 2002 Page 1 Scale 1:71.4 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in floc) I/defl PLATES GRIP LUMBER BRACING BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-5 oc bracing. FORCES 0b) - First Load Case Only 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) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. XD LOAD CASE(S) Standard STATE OF Design valid tot use only wDh MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and looded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lotefal support of Individual web members only. AddRional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bi�iclng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. dellvely, election and bracing, consult QST-88 Quality Standard. DSB-89 Bracing Specification, and HIB-91 MiTeke Handling Installing; and Bracing Recommendation available from Truss Mte Institute, 583 D'Onoftlo Drive, Madison, WI 53719. r Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate.otherwise. Dimensions are in inches. Apply plates to, both sides of -truss and securely seat, ,8 *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c� WEBS J5 cc o _ o cr O O sti U a lin ce c� C6 O 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 400" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko TM PANEL CLIP FORM018,019 HYORO,A/R® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/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 russ ype ty ly H N 1 JUNAIDIE BUDIMAN PE #45161 12177855 DR1732E A19 ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627. (optional) A U PA - L N W L, i e ndustnes, Inc. 4.201 SR1 s Aug 90 9001 MiTPk Industries, Inc. Wed Mar 1 4: 1 2002 Page 1 j 0 p 6-9-3 12-10-10 19-0-0 21-0-01 27-1-6 33-2-13 40-0-0 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 1:71.3 5x6 = 5x6 = 5 6 5.00 Fff 3x4 3x4 4 7 5x6: 5x6 3 8 2 1 9 107 o o 3x8 = 14 13 12 11 3x8 = 5x6 = 5x6 = 3x4 = 5x6 = 9-9-14 1 19-0-0 21-0-0, 30-2-2 1 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets MY): -4- -1- , [ 1, [5: - - - -41, [ -41, [ 11: - - - 1, 1 - - - - , [14:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 13-14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 11-12 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4.SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-13, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES (Ib► - 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 2-14=3523, 13-14=2946, 12-13=2304, 11-12=2946, 9-11 =3523 WEBS 3-14=-408, 4-14=560, 4-13=-863, 5-13=667, 6-12=667, 7-12=-863, 7-11 =560, 8-11 =-408 NOTES (6-5) 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 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 parches 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) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. xvl 13 / LOAD CASE(S) Standard j Y * �b.45161 %, STATE OF '�oIoa�' �NaL March 13 2002 ®WARNING - VerM design panansetera and READ NOTES ON THIS AND RE VERSE SME BZPORE USE. �008 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 HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center, plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 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 ca o WEBS J5 0 0 U O a O U a ce v C6 1 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 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. _e MiTek® TM PANEL CLIP FORM018,019 GANG -NAIL O aJ YDRDAIR® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. A { Job russ russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply H 1 16472 Segovia Cir. N. 12177856 DR1732E A7 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 (optional) A W L, Mi ek Industries,Inc. 4.201 1 s Aug 1 i ek Industries,Inc. Wed Mar 1 4: Page -1-0-p 3-9-14 , 7-0-0 , 13-6-14 20-0-0 26-5-2 33-0-0 36-2-2 , 40-0-0 41-0-0 r 1-0-0 3-9-14 3-2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scale = 1:71.3 600 = 6x10 - 4x6 = 7x8 = 4x6 = 5.00 f-TT 4 5 6 7 8 2x4 z�- 2x4 i 3 9 2 1 10 1 11a 0 0 3xB = 16 15 14 13 12 3x8 = 3x4 = 5x6 - 3x8 - 5x6 = 3x4 - 7-0-0 13-6-14 1 20-0-0 26-5-2 1 33-0-0 , 40-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets ( ): -4- -1- , ( -1 1, [ -4- -4- , ( - -1 - - 1 -4- -1- 1, 1 - - -41, 1 - -41 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.79 14 >598 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -1.09 14-15 >432 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.23 10 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) list LC ILL Min I/dell = 360 Weight: 430 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-11-1 oc purlins. 4-6 2 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3875/0-8-0, 10 = 3875/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2 = -2060(load case 4), 10=-1947(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8383, 3-4=-8670, 4-5=-12508, 5-6=-13901, 6-7=-13901, 7-8=-12508, 8-9=-8670, 9-10=-8383, 10-11 =29 BOT CHORD 2-16 = 7512, 15-16 = 8068, 14-15=12505, 13-14=12505, 12-13 = 8068, 10-12 = 7512 WEBS 3-16=575, 4-16=597, 4-15=4853, 5-15=-1703, 5-14=1530, 6-14=-982, 7-14=1530, 7-13=-1703, 8-13=4853, 8-12=597, 9-12=575 NOTES (8-7) 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/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 pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2060 Ile uplift at joint 2 and *_7lQIt t 1947 lb uplift at joint 10. 51 This truss has been designed with ANSI/TPI 1-1995 criteria. ,.•P�� f �'*1 �q 6) 2-ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: ' �:�(, �;.• Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ri0 4516# 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 569.31b up at 33-0-0, and ! 603.21b down and 569.31b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the -0 • dr building designer. 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. d� STAT �F • * • LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 L. Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=-154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Vert: 16=-603.2 12=-603.2 March 13,2002 ®WARNING - Vsr{ f}/ design pannmeters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ®nser e 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 GST-88 Quality Standard, DSB-89 Bracing Specification, 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 13/1 * 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. 'A" Ye J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against each 17-1 ca other. Q WEBS J5 3. Place plates on each face of truss at each *For For 4 x 2 orientation, locate ; ; joint and embed fully, Avoid knots and wane plates/a" from outside edge of 0 o V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces P /4 length(+ 6" from C, at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTeke engineer. ® 15, Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 �euG—��� ® NYDRO,A/RO uJob Truss russ Type JUNAIDIE BUDIMAN PE #45161 ty ly HORTON 1 16472 Segovia Cir. N. 12177857 DR1732E A7A ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 (optional) OD, FL, MiTek Industries, Inc. 4.201 M1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 Page 1 1-0-0 3-9-14 1 7-0-0 11-8-15 16-4-1 21-1-0 1-0-0 3-9-14 3-2-2 4-8-15 4-7-3 4-8-15 Scale = 1:38. 6x8 = 7x8 = 3x8 II 5x8 = ' 4 12 13 5 14 15 6 16 17 7 5.00 ri'F 2x4 z L 3 2 6 0 3x8 — 11 18 19 10 20 21 9 22 23 ' 3x4 = 7x8 = 5x10 = 3x6 II 7-0-0 1 1-8-15 16-4-1 21-1-0 7-0-0 4-8-15 4-7-3 4-8-15 Plate Offsets MY): [4:0 - -4-41, [ 1, [1 -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 0.96 Vert(LL) 0.30 10-11 >824 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.69 Vert(TL) -0.25 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) -0.08 8 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 136 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-7 oc purlins, except end verticals. 4-7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-5-11 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-9 WEBS 2 X 4 SYP No.3 *Except* 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 8 = 2058/0-3-0, 2 = 2020/0-8-0 Max Harz 2=240(load case 4) Max Uplift8=-2084(load case 4), 2=-1839(load case 4) FORCES (Ibl - First Load Case Only TOP CHORD 1-2=34, 2-3=-4233, 3-4=-4111, 4-12=-4151, 12-13=-4152, 5-13=-4155, 5-14=-2880, 14-15=-2880 , 6-15=-2880, 6-16=-2880, 16-17=-2880, 7-17=-2880, 7-8=-1957 BOT CHORD 2-11 =3810, 11-18=3832, 18-19=3832, 10-19=3832, 10-20=4152, 20-21 =4152, 9-21 =4152, 9-22 =125, 22-23 =125, 8-23 =125 WEBS 3-11 =-20, 4-11 =775, 4-10=373, 5-10=23, 5-9=-1488, 6-9=-766, 7-9=3225 NOTES (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. i 13 4) Provide mechanical connection (by others) of truss to bearing capable of withstanding 2084 lb uplift at joint 8 and plate 1839 lb uplift at joint 2. �ti„ j'••.,, *,••' 5) This truss has been designed with ANSI/TPI 1-1995 criteria. •C,y� 6) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, jj fit` ' fr 159.51b down and 305.1lb up at 9-1-1, 159.51b down and 305.1lb up at 11-1-1, 159.51b down and 305.1lb up at r" 13-1-1, 159.51b down and 305.11b up at 15-1-1, and 159.51b down and 305.11b up at 17-1-1, and 207.91b down and No. 45161 342.51b up at 18-5-4 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.01b down at 9-1-1, 46.01b down at 11-1-1, 46.01b down at 13-1-1, 46.O1b down at 15-1-1, and 46.01b down at 17-1-1, and 17.91b down at 18-5-4 on .a yjI bottom chord. Design for unspecified connection(s) is delegated to the building designer. ` �'*. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. STATE OF h�. i : O F ( yt 6 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (plf) /iL. Vert: 1-4=-74.0, 4-7=-74.0, 2-8 =-20.0 March 13,2002 Continued on page 2 ®WARMNO - VerVy design pamnseters and READ NOTES ONTRW 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, consuff CST•88 Oualffy Standard, 0SB•89 Bracing Specification, and HIB-91 M iTe k® Handling Installing and Bracing Recommendation ovallabie from Truss Plate Institute, 593 D'Onoftlo 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. ,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 a w o WEBS QO cc aIJ5 U O a c8 c7 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, N i MiTeko PANEL TM FORM018,019 GANG -NAIL ® HYDRO AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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. a Job russ russ ype ty Ply RTON 1 12177857 DR1732E A7A ROOF TRUSS 1 1 (optional) U- PA -T , LONGWOOD, FL, MiTek Industries, nc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 Page LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-159.5 11=-625.1 12=-159.5 13=-159.5 14=-159.5 15=-159.5 16=-159.5 17=-207.9 18=-46.0 19=-46.0 20=-46.0 21 =-46.0 22 = -46.0 23 =-17.9 f : No. 4 5161 •tZ V en Is STATE OF ° x4 Sy� o R loa�'''/'� •�•r.pdo �4t7 GV�� oNati March 13,2002 ®WARMNO - Ver{ jy design parameters and READ NOTES ON TB7S AND REVERSE SWE BEFORE USE. ® ® WMIN 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 or Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br�icing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuit CST-88 Quality Standard, DSB•89 Bracing Specillcatlon, and HIB•91 1 �® Drive, Madison, WI53719. M'TeK Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo r Symbols PLATE LOCATION AND ORIENTATION 11/. *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and sec utely 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 ca WEBS J5 o _ o cr 0. any O U a ce c7 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Ed! 0 MiTeko JilO PANEL TM CLIP GANG -NAIL ® HYDRD,4/R O ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. I f Y Job russ russ Type JUNAIDIE BUDIMAN PE #45161 ty y H 16472 Segovia Cir. N. 12177858 DR1732E A9 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 (optional) ACrU-SPAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug nri r1 I ek Industries, Inc. Wed Mar 13 10:04:63 2002 Page 1 j-0-p 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 41-0-0 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 - Scale = 1:71. 5x6 = 5x6 = 3x4 - 5x6 = 3x4 - 5.00 FiT 4 5 6 7 8 2x4 2x4 3 9 2 t0 1 1117 0 0 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 - 3x4 - 3x6 = 3x8 = 3x4 — 9-0-0 1 16-4-0 1 23-8-0 31-0-0 , 40-0-0 , 9-0-0 7-4-0 7-4-0 7-4-0' 9-0-0 Plate Offsets (X,Y): -4- -1- 4: - - -4 , -0, - - :0- - -41, [1 -4- -1-81, [16:0-3-0,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 > 615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 10 =1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max 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 (6-5) 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 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 Ib uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. p` f 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.l�i ' ��%1i•��/ LOAD CASE(S) Standard .���.��`f jj } : No. 45161 Y r Y en STATE 4F •.° � March 13 2002 ®wARMNG - Ver{ fy design parameters and READ NOreS ONTMS AM REVERSe SIDE BF"Re use. - Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an IndMdual 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 B 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 NIB-91 M iTek® Handling Installlna and Bracing Recommendationavalloble from Truss Plate Institute, 593 D'Onof to Drive, Madison, W153719. 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 I/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 o d O r a ca c7 c6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM016,019 `ANC -NAIL OfYORO,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. n Job russ russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply RTON 17 12177859 DR1732E A9G 16472 Segovia Cir. N. ROOF TRUSS g 1 1 Pembroke Pines, Fl33331-4627. (optional) AC-C-U--SPAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 1 4 2002 Page -1-0-;0 5-0-5 9-0-0 13-0-8 17-8-3 22-3-13 26-11-8 31-0-0 , 34-11-11 40-0-0 4110-0 r 1-0-0 5-0-5 3-11-11 4-0-8 4-7-11 4-7-11 4-7-11 4-0-8 3-11-11 5-0-5 1-0-0 Scale = 1:71.2 5x6 = 5W = 2x4 II 5x12 = 2x4 II 3x4 = 5.00FlT 4 5 6 7 8 9 2x4 Q 2x4 3 10 a 2 11 1 el 1 ]v 0 0 4x8 = 18 17 16 15 14 - 13 4x6 = 4x6 = - 7x8 = 2x4 II 4x8 = 7x8 = 4x6 = , 7-0-9 13-0-8 1 17-8-3 1 22-3-13 26-11-8 32-11-7 40-0-0_ 7-0-9 5-11-15 4-7-11 4-7-11 4-7-11 5-11-15 7-0-9 Plate Offsets ( ,Y): [ -4-1 d e1, [4: - - -4 , [ -0, - -41, [11: - -1 - - 1, 14: -4- - - 1-4-0,0-5- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.64 16 >739 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.92 16 > 515 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.21 11 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-11-9 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-1-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 2625/0-8-0, 11=2273/0-8-0 Max Horz 2=-116(load case 5) Max Uplift2=-1339(load case 4), 11=-1079(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-5719, 3-4=-5499, 4-5=-6592, 5-6=-6591, 6-7=-6332, 7-8=-6332, 8-9=-5385, 9-10=-4613, 10-11=-4839, 11-12=17 BOT CHORD 2-18=5242, 17-18=4924, 16-17=6734, 15-16=6734, 14-15=5385, 13-14=4102, 11-13=4436 WEBS 3-18=-230, 4-18=320, 4-17=2261, 5-17=-311, 6-17=-183, 6-16=93, 6-15=-515, 7-15=-343, 8-15=1213, 8-14=-1071, 9-14=1741, 9-13=332, 10-13=-245 NOTES (7-6) 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 1339 lb uplift at joint 2 and 1079 lb uplift at joint 11. ��� �f!^ 5) This truss has been designed with ANSI/TPI 1-1995 criteria. U 6) Special hanger(s) or connection(s) required to support concentrated load(s) 994.71b down and 358.31b up at 13-0-8 on ••........, bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. f •�y �f`'•. .� LOAD CASE(S) Standard * No. 45161 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 .� ` Uniform Loads (plf) 1 Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11=-20.0 , ST'ATEOF Concentrated Loads (Ib) ��•� A% •` Vert: 17=-994.7 ��•. � 41��� •(O ,�• TnL March 13,2002 AWARNNG - Ver(& design pammetere dnd R&W 11TOrES ON r;l W AND REVFJM fSWZ BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblltty of building designer - not truss - -- designer. -Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates.to both sides of truss and building designer, erection supervisor, property securely seat. _ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each �r ca ca other, O WEBS J5 cc 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate oz ,� a L �' joint and embed fully. Avoid knots and wane plates /s" from outside edge of o a �' M at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I14 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 J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 'PI 15. Care should be exercised in handling, TM II erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP FORM018,019 �'NG- � ® OfYORO,A/R® I Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply RT DR1732E B ROOF TRUSS 16472 Segovia Cir. N. 2 1 12177860 Pembroke Pines, FI33331-4627. (optional) ACCU-SPAN-TH, LONGWOOD,, MiTek Industries, Inc. 4.26-1SR1 s Aug 20 2001 MiTPkndustries, Inc. Wed Mar 13 10:04:55 2002 Page 1 1-0-0 6-11-0 12-11-0 1-0-0 6-1.1-0 6-0-0 Scale: 1 /2" =1 4x6 = 3 5.00 rf4- 4 5 2 3x4 3x4 6 3x4 - 2x4 II 3x6 II 6-11-0 12-11-0 6-11-0 6-0-0 Plate Offsets (X,Y): [5: - -11, -4-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.24 Vert(TL) -0.05 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 50lb 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. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-0-13 REACTIONS (lb/size) 5 = 591 /Mechanical, 2 = 694/0-8-0 Max Horz 2=102(load case 4) Max Uplift5=-279(load case 5), 2=-381(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-697, 3-4=-719, 4-5=-719 BOT CHORD 2-6=637, 5-6=637 WEBS 3-6=126 NOTES (6-5) 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 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 5 and 381 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. lQi ��� 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. �.► LOAD CASE(S) Standard A�(. i f� t No. 45161 �" l QNI4L March 13,2002 ®WARNING - Vsr{ jy design parameters and READ NOTES ON TWS AND REVERSE SWE BEFORE USE. Design valid for use only with MtTek 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 HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof c, Drive, Madison, WI53719. Symbols (Numbering System ®General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/0 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, Ye J2 J3 J4 owner and all other interested parties.. '� TOP CHORDS 2. Cut members to bear tightly against each ca Q other. WEBSNc, 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 o_ a at joint locations, truss and vertical web, a o 4. Unless otherwise noted, locate chords laces p /4 length(+ 6" from C, at panel adjacent joint,) BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of - required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to comber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with, which bearings (supports) occur, stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM016,019 BANG -L ® HYDRO,A/R® Job russ russ Type JUNAIDle BUDIMAN PE #45161 ty I y N 1 16472 Segovia Cir. N. 12177861 DR1732E BG ROOF TRUSS Pembroke Pines. FI 33331-4627. 1 1 (optional) U- -TH,LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 10:04:56 2002 Page -1-0-0 3-11-13 6-11-0 _9-10-3_ 13-5-0 1-0-0 3-1 1-13 2-11-3 2-1 1-3 3-6-13 Scale = 1:24. 4x6 = 4 5.00 rf£ 3x4 3x4 3 5 6 2 10 9 8 7 11 3x4 = 2x4 II 3x8 - 2x4 II 3x4 - 3-11-13 6-1 1-0 9-10-3 13-5-0 3-11-13 2-11-3 2-11-3 3-6-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.05 2-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.06 2-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.02 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 71 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-9 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1543/0-3-0, 2 =1 155/0-8-0 Max Horz 2=107(load case 4) Max Uplift 6=-789(load case 3), 2=-760(load case 4) FORCES 015) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1844, 3-4=-1165, 4-5=-1165, 5-6=-1803 BOT CHORD 2-10 =1639, 9-1 0=1639, 8-9 = 1639, 7-8 =1598, 7-11 =1598, 6-11 =1598 WEBS 3-9 = 377, 3-8 =-684, 4-8 = 637, 5-8 =-637, 5-7 = 380 NOTES (6-5) 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 789 lb uplift at joint 6 and 760 lb uplift at joint 2. 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) 444.61b down and 371.81b up at 2-7-4, and 444.61b down and 371.81b up at 11-2-12, and 488.11b down and 181.71b up at 13-3-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. l�i 13 LOAD CASE(S) Standard 1) Regular: Lumber Increase 1.33, Plate Increase 1.33 �. �� `Q1 L',Qr •, -7 •Cy• = = r �c`'' Uniform Loads (plf) r �: Vert: 1-4=-74.0, 4-6=-74.0, 2-6 =-20.0 * Concentrated Loads (lb) S No, 45161 ; Vert: 6=-488.1 10=-444.6 11=-444.6 STATE OF oitobx � qr.��� a w aNaL March 13,2002 ®WARNING - VerW design pamnseters and READ NOTES ON THIS AND REVERSE SLDE BEFORE USE. os 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 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 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 HIS-91 M iTek® Handling Installlna and Broclna Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/1. * 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. Ye J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2, Cut members to bear tightly against each ca other, WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate ,� ; ; �' joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c� o a _ at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at I14 length(+ 6" from c8 �, c6 panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, © 1993 Mitek Holdings, Inc. • CLIP _ FORM018,019 c.4No-fVAJL ® HYDRO'/A/R® Job russ russ ype JUNAIDIE BUDIMAN PE #45161 ty y H 16472 Segovia Cir. N. 12177862 DR1732E C ROOF TRUSS Pembroke Pines, F133331-4627. 1 1 (optional) A AN-T LONGWOOD,L, MiTek Industries, Inc. 4. 1 s Aug 1 MI ek Industrres, Inc. Wed Mar 13 10:04:67 2002 Page 1 -1-0-0 5-2-0 10-4-0 11-4-0 1-0-0 5-2-0 5-2-0 1-0-0 Scale = 1:20.9 4x6 = 3 5.00 FTT 4 2 5 3x6 = 3x6 = 8 7 6 2x4 II 1-0-0 5-2-0 9-4-0 , 10-4-0 1-0-0 4-2-0 4-2-0 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 0.41 Vert(LL) 0.03 4 >382 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.04 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 38 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 564/0-1-8, 6 = 564/0-1-8 Max Horz 8=-75(load case 5) Max Uplift 8=-358(load case 4), 6=-358(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 =-389, 3-4 =-389, 4-5 = 28 BOT CHORD 2-8 = 279, 7-8 = 279, 6-7 = 279, 4-6 = 279 WEBS 3-7=-86 NOTES (6-5) 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 at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 8 and 358 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. p LOAD CASE(S) Standard L3�iQ/r' ,DIE . No. 4.51E1 rry V • � y Ir '•. STATE OF r� �rr.w.•� QN14L March 13,2002 A WAJUB vG - VerW des(gn parasrseters and READ xoreS Gx TMS MID REDERBe SIDE BF"RE use. o 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 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 Specllicatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate InstBute, 583 D'Onoftlo Drive, Madison, WI 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 34 * Center pate 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, Y8 ' J2 J3 J4 owner and all other interested parties- TOP CHORDS 2. Cut members to bear tightly against each C1 C3 other, o Place plates on each face of truss at each *oz For 4 x 2 orientation, locate ,� Qjoint VbJ53. and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at �/4 length(+ 6" from panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in 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, 1�e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, ©1 993 Mitek Holdings, Inc. CLIP FORM016,019 GANG NAIL ® #"DR0,4ZR0 ` . Job russ russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply H N 1 12177863 DR1732E C5 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-462T (optional) U- - H,LONGWOOD, FL, MiTek Industries, Inc. 4.201 1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 1 :44 2002 Page 1 -1-0-0 5-2-0 10-4-0 11-4-0 1-0-0 5-2-0 5-2-0 1-0-0 Scale = 1:20.9 3 5.00 12 4 2 ?I �1 5 0 3x6 = 3x6 = 8 7 2x4 II 1-0-0 5-2-0 9-4-0 _ 10-4-0 1-0-0 4-2-0 4-2-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl . PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) 0.04 4 >314 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.04 7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 38 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 559/0-4-0, 8 = 545/0-1-8 Max Horz 8=-75(load case 5) Max Uplift6 = -378(load case 5), 8=-356(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-347, 3-4=-348, 4-5=28 BOT CHORD 2-8 = 240, 7-8 = 240, 6-7 = 240, 4-6 = 240 WEBS 3-7=-119 NOTES (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 6 and 356 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 21.41b up at 5-0-0, and 2.71b up at 5-4-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 1pi Bf f� LOAD CASE(S) Standard ' •� •'`Q1�j�L',4f 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 �y� tt`•' Uniform Loads (plf) l ; Vert: 1-3=-74.0, 3-5=-74.0, 2-4=-20.0 * ' Concentrated Loads IN ��0.4•J11 Vert: 7 = 24.2 .0 yt Y yl� STAT C �QNaL March 13,2002 AWAMNO - VerW design parameters and READ N0TES ON TAPS AND REVERSE SIDE BEFORE USE. r_srm 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 El 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 labrloation, quality control, storage, delivery, erection and bracing, consuit OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 A M Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. I���0 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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBCr S NJ0 0h cr O OU F a c8 cU6 f 00 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 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 la! 0 MiTeko TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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 rec?uire 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. 16. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL #fYOR0,4/R Job russ russ Type JUNAIDIE BUDIMAN PE 945161 ty Ply H T 1 16472 Segovia Cir: N. 12177864 DR1732E D3 ROOF TRUSS Pembroke Pines, FI33331-4627. 1 1 (optional) A - PA - H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Mar 13 1 age 1 3-0-0 5-6-0 8-6-0 3-0-0 2-6-0 3-0-0 6x6 = Scale = 1:15.7 6x10 = 3 2 5.00 12 3x4 - 3x4 c 4 1 9 9 ab 8 7 6 5 3x4 = 3x8 = 2x4 II 2x4 II 3-0-0 5-6-0 8-6-0 3-0-0 2-6-0 3-0-0 Plate Offsets (X,Y): LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.20 Vert(LL) 0.01 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.01 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/dell = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 2-3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=465/Mechanical, 5=465/Mechanical Max Horz 8=-28(load case 5) Max Uplift8 = -411 (load case 4), 5=-382(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-441, 2-3=-403, 3-4=-441, 1-8=-435, 4-5=-435 BOT CHORD 7-8=-0, 6-7=403, 5-6=0 WEBS 2-7 = -87, 2-6 = 0, 3-6 =-87, 1-7 = 440, 4-6 = 440 NOTES (8-7) 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/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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 lb uplift at joint 8 and 382 lb uplift at joint 5. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. ! I7�f Q 1 7) Special hanger(s) or connection(s) required to support concentrated load(s) 54.41b down and 121.51b up at 3-0-0, and ............ 114.41b down and 121.51b up at 5-6-0 on top chord, and 24.81b down and 92.81b up at 3-0-0, and 24.81b down and 92.81b up at 5-4-15 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. lFi ' ;'�y�• q:•.� 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. No. 4.5161 LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase=1.33 Uniform Loads (plf) ; STATE QF '. Vert: 1-2=-74.0, 2-3=-74.0, 3-4=-74.0, 5-8 =-20.0 Concentrated Loads (Ib) .• ••,`(O Vert: 2 =-54.4 3 =-54.4 7 =-24.8 6=-24.8� R 40/� �•o..r.,•• LLB ANAL March 13,2002 A WARMWC; - Ver{ fy assign parameter, and READ NGTEs ONTMS AND RE VZRSE SME BEFORE use. —® Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M eTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION. 13/' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c7 c3 o WEBS J5 cc o_ o Cr U O O U r a c8 c? 06 1 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. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N Im! 0 MiTeke HYDRO -AIR TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �14 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. r Job Truss russ-rype ty Ply H T N 1 E JUNAIDIE BUDIMAN PE #45161 12177865 DR1732E J ROOF TRUSS 16472 Segovia Cir. N. 20 1 Pembroke Pines, FI 33331-4627. (optional) A U- P N- H, L N L, i ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 1 1 2002 Page 1 -1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:16.7 5.00 FTT 2 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TU 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.213 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 (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ..... �r No. 4 5161 �4C O.• K3�T7 i � Of �;�/ • r March 13,2002 ®WARNING - VerW 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. Addnionol temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent braking of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Guallty Standard, DSB-89 Bracing Specification, and HIB-91 /� ® MITeB� Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/. * 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. J2 J3 TOP CHORDS J4 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. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 0 0 U a 0 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 n,A Indicates location of joints at which bearings (supports) occur. MiTeko TM EL PAN CLIP FORM018,019 N GAG -NAIL ® ofYORDAIR® 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 russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply H R 1 12177866 DR1732E J5 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-462T (optional) - A U- PAN-TH, L W D, L, I e Industries, Inc. 4. 1 1 s Aug 20 2061 Mi ek Industries, Inc. Wed Mar 1 1 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 - 3 Scale = 1:12.3 5.00 12 2 1 2A = 4 1-0-0 5-0-0 1-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.09 2 > 151 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.11 2 > 128 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.05 3 n/a BCDL 10.0 Code SBC/ANS195 (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 (lb/size) 3 = 1 74/Mechanical, 4 = -49/Mechanical, 5=417/0-4-0 Max Horz 5=161(load case 5) Max Uplift3=-184(load case 5), 4=-49(load case 1), 5=-210(load case 4) Max Grav 3=174(load cased), 4=70(load case 4), 5=417(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=54 BOT CHORD 2-5=0, 4-5=0 NOTES (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 3, 49 Ib uplift at joint 4 and 210 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard �,lV1 13�U ♦ No. 4 5161 1 `V OR March 13,2002 ® WARNING - Verjjy de&4n parameters and READ NOTas ON THIS AND RCVERSE SIDE BEFORE USE. ®® Design valid for use only with MRek connectors. Thls design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br�bcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 to-. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. /8„ F 1/8 *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 formal 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 J2 J3 J4 TOP CHORDS ca c_ O V, J5 CIE 0Cr t O a sti v 0 1 a ce c7 cs 00 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 MiTek� PANEL TM CLIP ® HYOROaA/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H R N 1 DR1732E JG MONO TRUSS 16472 Segovia Cir. N. 1 1 12177867 —TUT Pembroke Pines, FI 33331-4627. (optional) - AN- H, L N W D, L, Mi a Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 13 10:05:03 2002 Page 1 1-0-0 3-9-14 7-0-0 1-0-0 3-9-14 3-2-2 2x4 II Scale = 1:18.1 4 5.00 r1T 3x4 3 8 2 2x4 = 7 6 5 2x4 II 3x4 = 3-9-14 7-0-0 3-9-14 3-2-2 Plate Offsets (X,Y): [ :0-1- -1- ] LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.1.2 Vert(TL) 0.02 1-2 >632 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) list LC LL Min I/defl = 360 Weight: 34lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=437/0-1-8, 5=334/0-1-8 Max Horz 2 = 241(load case 4) Max Uplift 2 = -286(load case 4), 5=-268(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-8=-520, 3-8=-405, 3-4=-55, 4-5=-80 BOT CHORD 2-7 = 428, 6-7 = 428, 5-6 = 428 WEBS 3-6=89, 3-5=-486 NOTES .'(6-5) 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 268 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) 37.61b down and 122.71b up at 3-0-0 on top chord, and 12.111b down at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. *_l�i 13 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. �`!•.^`..�j. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase=1.33 ♦ Uniform Loads (plf) : No.45161 Vert: 2-5=-20.0, 1-4=-74.0 Concentrated Loads IV _ Vert:7=-12.1 8= 37.6'� STATE d "pr.wrroo QNaL March 13,2002 WARNING - Ve ft design parunmtem and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. ® � ,& ELM Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vedkally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. -Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. ����® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. ,A„ ye" T *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 c2 Q WEBScc J5 O CL Q 0I IN M 0 a ce c7 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. 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 fal MiTek0 TM PANEL CLIP ® 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 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. Job I russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty Ply ON 1 16472 Segovia Cir. N. 12177868 DR1732E JG4 ROOF TRUSS Pembroke Pines, A 33331-4627. 2 1 (optional) U- PA - H,LONGWOOD, FL, MiTek Industries, Inc. 4.201 SAT s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 1 Page 2-2-8 - 4-2-8 2-2-8 ax — 6 2-0-0 3 x4 II 2 care: 1. 5* = 1' 5.00 12 1 . v 5 2x4 II 7 4 4x6 = = 2-2-8 4-2-8 3x4 2-2-8 2-0-0 Plate Offsets MY): [ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.01 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.23 Vert(TL) -0.01 5 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) -0.00 4 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 21 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-8 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=332/0-4-0, 4=464/Mechanical Max Horz 1=74(load case 4) Max Upliftl=-261(load case 4), 4=-407(load case 4) FORCES 0b) - First Load Case Only TOP CHORD 1-2=-529, 2-6=-0, 3-6=0, 3-4=-60 BOT CHORD 1-5 = 450, 5-7 = 502, 4-7 = 502 WEBS 2-5=370, 2-4=-573 NOTES (7-6) 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/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 Ib uplift at joint 1 and 407 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 7.31b down and 76.71b up at 2-2-8, and ��+� 40.31b up at 2-9-1 on top chord, and 4.31b down at 2-2-8, and 446.41b down and 347.81b up at 2-8-12 on bottom !�` Ll chord. Design for unspecified connection(s) is delegated to the building designer. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.} �. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 * ' ��0.4516# Uniform Loads (plf) Vert: 1-2=-74.0, 2-3=-74.0, 1-4=-20.0 '"C3 Concentrated Loads (Ib) STATE it: Vert: 2=-7.3 5=-4.3 6=27.9 7=-446.4 QN14L March 13,2002 ®WARNING - VerW design parameters and READ NOTES ON TWS AND REVERSE SIDE 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 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 HIB-91 M iTe k® 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. ,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 ca c3 WEBS J5 i O O �� U � a ce c� ce 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 LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL ®. • CLIP FORM018,019 �G ru,aiL ® HYORO,A/i?® ®General Safety (Votes 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 r/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 ruse Type JUNAIDIE BUDIMAN PE #45161 ty Ply DR1732E K 16472 Segovia Cir. N. ROOF TRUSS 6 1 12177869 Pembroke Pines, FI 33331-4627, (optional) OD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 1 i ek Industries, Inc. Wed Mar 13 1 age 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:13. 5.00 rf£ 2 y� rl 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size► 3 = 155/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift3=-174(load case 5), 2=-152(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (5-4) 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) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard Y f No. 4 5161 • • ccr �NaL March 13,2002 ®WARNING - Vert; jy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. INNER®� Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consuff CST-88 Quality Standard, 0SB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-1 Q *For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 .9 ad! 0 MiTeko ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. iM 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. 1 l .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. FPIRM018,019 IfYOR®,A/R _ Job russ russ Type JUNAIDIE BUDIMAN PE #45161 ty ly 1732 E 12177870 DR1732E L ROOF TRUSS 16472 Segovia Cir. N, 10 1 Pembroke Pines, FI 33331-4627. (optional) • A U- N W L, Mr ek Industries, nc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 1 Page -1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:8. 5.00 FTT 17 1 2x4 — 5 4 1-0-0 3-0-0 1-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) 0.06 2 > 276 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TU -0.07 2 > 231 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 95/Mechanical, 4=-162/Mechanical, 5=422/0-8-0 Max Horz 5 = 101(load case 5) Max Uplift3 = -1 08(load case 5), 4=-162(load case 1), 5=-269(load case 4) Max Grav 3=95(load case 1), 4=128(load case 4), 5=422(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=29 BOT CHORD 2-5=0, 4-5=0 NOTES (5-4) 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 108 lb uplift at joint 3, 162 lb uplift at joint 4 and 269 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard yl B � ,t No. 4.5161 1 STATE OF � OR �• 4/7L March 13,2002 A WARNING - VerVy design parameters and READ NOTES ON TWS 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. Applicablltty of design parameters and proper Incorporation of component is responsibility of building designer - not truss - -- - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure B 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 Specifloatton, and HIB-91 M iTe k® Handling Installing and Bracing RKommendatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 4 4 10' * 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 c2 c3 o WEBS J5 c cr p is U r- a ce uO 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. !0 MiTeke O TM PANEL CLIP FORM018,019 —G —L ® HYDRO'A/RO ®General Safety (Votes 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 JUNAIDIE BUDIMAN PE #45161 ty y H RTON 1 DR1732E L1 16472 Segovia Cir. N. ROOF TRUSS 2 1 12177871 Pembroke Pines, FI 33331-4627. (optional) H,LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 s, Inc. Wed Mar 13 1 Page 1 -1-0-8 2-11-8 1-0-8 2-11-8 3 Scale = 1:13.5 5.00 12 3x4 2 1 ` 4 2x4 II = , 2-1 1 -$ 3x4, 2-1 1 -8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Incir YES WB 0.03 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 3 = 81 /Mechanical, 5=243/0-7-8, 4 = 28/Mechanical Max Harz 5=960oad case 4) Max Uplift3 = -98(load case 5), 5=-93(load case 4), 4=-28(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = 23, 2-5 =-215 BOT CHORD 4-5=-0 WEBS 2-4=0 NOTES (5-4) 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 98 lb uplift at joint 3, 93 lb uplift at joint 5 and 28 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard Pi 13� / No.4.5161 .V ATE F i OR March 13,2002 ®WARMNO - VerM design pammeters and READ NOTES ON THIS AND REVERSE ffiDE 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. AppllcobllBy of design parameters and proper Incorporation of component Is responsibilty 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 labrloation, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 ® M 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 1'/14 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, Ye J2 J3 J4 owner and all other interested parties.. '� TOP CHORDS 2. Cut members to bear tightly against each c2 Q other, 0 WEBS , J5 a:3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; 0 joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of v O a R" _ at joint locations, truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at I/4 length(* 6" from C8 C, panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 A J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. ©1993 Mitek Holdings, Inc. CLIP FORM018,019 HyDRO,AfRO • ` 16472 Segovia Cir. N. 12177872 ArCU- -T LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 9001 MiTek Industries, Inc. Wed Mar 13 10:05:08 2002 Page 1 3x4 2-1-8 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in floc) I/defl, PLATES GRIP LUMBER BRACING TOP CHORD 2 X 4 SY P No.2D TOP CHORD Sheathed or 2-1-8 oc purlins. BOT CHORD, 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES 0b) - First Load Case Only 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/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. *If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 82 lb uplift at joint 2. 4) This truss has been designed with ANSUTPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No. 4.5161 cc en March 13,2002 Design valid tot use only with MITek connectors. This design Is based only upon parameters shown. and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper 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 bNcInq of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiecWn and bracing, consult QST-88 Quality Standard, DSS-89 Bracing Specification, and HIB-91 MiTeke Handling Installing and Bracing Rocornmenciallon available from Truss Plate Institute, 583 D'Onofflo 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. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, ,e *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 C3 WEBS J5 o _ o Uu 3 �'� ; O O�+ti " U F- a C8 C7 Ce 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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 ® L/�®/7@ 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. i 4 . R Job Truss russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RTON 1732 E 12177873 DR1732E L2-6 ROOF TRUSS 16472 Segovia Cir. N. 1 1 _ Pembroke Pines, FI 33331-4627. (optional) A U-SPAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 Mi ek Industries, Inc. Wed Mar 13 1 Page 1 -1-0-0 2-6-8 1-0-0 2-6-8 3 Scale: 1.5" =1 5.00 Fff 2 1 4 2x4 = 2-6-8 i 2-6-8 LOADING (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 0.02 Vert(TL) 0.02 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/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-8 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 = 46/Mechanical, 2=237/0-8-0, 4 = 21 /Mechanical Max Holz 2=87(load case 5) Max Uplift3=-79(load case 5), 2=-146(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-50 BOT CHORD 2-4=0 .NOTES (5-4) 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 79 lb uplift at joint 3 and 146 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard X. 1 lsr�; r; � * No.45161STATE F 0RID�'�' s �QNAL March 13,2002 ®WARNING - Ve ft design pararrseters and READ moms ON TMS AND RE VERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellveiy, erection and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installlna and Bracing Recommendation available from Truss Porte Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. 0 Q 0 U a O J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 0 Cr O U a 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension 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 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. MiTek® Im PANEL FORM016,019 cewG-wuL R CLIP O MYOROv4/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss I ype JUNAIDIE BUDIMAN PE #45161 ty ly N 1 12177874 DR1732E M ROOF TRUSS 16472 Segovia Cir. N. 16 1 _ Pembroke Pines, FI 33331-4627. (optional) LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTelk Industries, Inc. Wed Mar 13 1 Page -1-0-0 1-0-0 1-0-0 1-0-0 3, Scale = 1:5.3 5.00 12 2 4 1 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 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 = -1 7/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=90oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (5-4) 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 ANSVTPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard pp P .. `P iF114"" ,G # No. 4.5161 V � '.. STATE OF s,.1oR�oa�� Q�vaL March 13,2002 ®WARMNO - Vertu design parameters and READ NOTES ON TRW AND REVERSE SIDE BEFORE USE. ®0 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 brbrcing 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 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions.ore 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 c� o WEBS Iocc O Oac8 c7 cs001 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension 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. N ! 0 MiTeko TM PANEL CLIP FORM018,019 GANG -NAIL ® HYDRO-AIR� ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /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 Iruss lype JUNAIDfE BUDIMAN PE #45161 ty Ply R N 17 E do16472 Segovia Cis. N. 12177875 D81732E M1 ROOF TRUSS Pembroke Pines, FI 33331-4627. 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 1 5:11 2002 Page 1 -1-0-8 0-11-8 1-0-8 0-11-8 3 Scale = 1:10.0 5.00 F1'£ 2x4 II 2 1 BLDR. TO PROVIDE CONN. TO RESIST HOR.MOVEMENT. 4 - 2x4 II 0.11-8 i r 0-11-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.17 Vert(LL) 0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.01 1-2 >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: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 0-11-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 3=-31/Mechanical, 5=201/0-7-8, 4 = -3/Mechanical Max Harz 5=57(load case 4) Max Uplift3 = -42(load case 5), 5=-85(load case 4), 4=-28(load case 4) Max Grav 3=60oad case 4), 5=201(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-35, 2-5=-182 BOT CHORD 4-5=0 NOTES (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/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 42 lb uplift at joint 3, 85 lb uplift at joint 5 and 28 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ,lpiE 13 * = NO, 4 5161 � 1k �41: r.ps �Na1. March 13,2002 ®® ®WARMNO - VerW design parameters and READ NOTES ONTHUS AND REVERSE SIDE BEFORE USE. JIBE 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 paiametets and proper Incorporation of component Is responsibility of building designer - not truss is[ 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 btbrcing 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 j� �® I�w Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 'v' C Symbols PLATFIE LOCATION AND ORIENTATION -44 DO,1. * Centerplate 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, ,e *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Milrek/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�10 continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,0119 Numbering System J2 J3 J4 TOP CHORDS ca c� Cr WEBSN.J0Cr O OV c8 c7 ce O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M! MiTeko 7M PANEL - CLIP ® HYDR® AW 0 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with . stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 1 DR1732E S ROOF TRUSS 16472 Segovia Cir. N. 3 1 12177876 Pembroke Pines, Fl 33331-4627. (optional) A U- PAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 R1 s Aug 90 20,1 MiTek Industries, Inc. Wed Mar 13 10: :1 Page -1-5-0 5-3-5 9-10-13 - 1-5-0. 5-3-5 4-7-8 - Scale = 1:18.9 4 9 • 3.54 FlT 30 ' 3 8 2 10 11 7 12 6 5 _ 2x4 II 3x4 - 2x4 - 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.08 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC ILL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=189/0-1-8, 2=636/0-11-5, 5=399/Mechanical Max Horz 2=219(load case 2) Max Uplift4 = -243(load case 3), 2=-536(load case 2), 5=-356(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1105, 3-8=-1008, 3-9=-89, 4-9=44 BOT CHORD 2-10 =1007, 10-1 1 =1007, 7-11 =1007, 7-12 =1007, 6-12 =1007, 5-6 =0 WEBS 3-7=187, 3-6=-1075 NOTES (7-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 536 lb uplift at joint 2 and 356 lb uplift at joint.5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. F-113 XD LOAD CASE(S) Standard xvjiFri �"•..�1 qj�`r 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ' �•��. �•�: Uniform Loads (plf) ,• Vert: 1-4=-74.0, 2-5=-20.0 Concentrated Loads (lb) * N0,45161 Vert: 8 =10.1 9=-161.7 10 = 21.6 11 =-12.1 12 =-52.1 ; JCC STATE OR ®WARNING - Verijry design parameters and READ NOTES ON TBW 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 Sul 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 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 OST-88 Quality Standard. DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI63719. ����® 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. e„ T *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 ZC? Q J5 o _ o x � 3 oUCL s''v VOaC8 C6 0 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 ® OfYORO,A/R O TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/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. "q 1 , Job I russ russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 1732 E 12177877 DR1732E S1 16472 Segovia Cir. N. ROOF TRUSS 2 1 Pembroke Pines, FI33331-4627. (optional) AOD, FLI MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar :1 age 1 -1-5-0 3-10-5 _ 7-0-14 1-5-0 3-10-5 3-2-8 Scale = 1:14.2 3 3.54 12 2 1 2x4 = 4 1-0-0 3-10-5 _7.0-14 1-0-0 2-10-5 3-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) -0.21 2 >84 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.22 2 > 80 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.07 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 7-0-14 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=294/Mechanical, 4=-1/Mechanical, 5=396/0-11-5 Max Harz 5=144(load case 3) Max Uplift 3=-286(load case 5), 4=-1(load case 1), 5=-206(load case 2) Max Grav 3=294(load case 1), 4=80(load case 2), 5=396(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=59 BOT CHORD 2-5=-0, 4-5=0 NOTES (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/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 286 lb uplift at joint 3, 1 lb uplift at joint 4 and 206 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pIf) i �t r� �Q tJ Vert: 1-2 =-74.0 � '............. Trapezoidal Loads (pIf) ' `Qr ,¢i •, "7 Vert: 2=0.0-to-3=-130.8, 2=0.0-to-4=-35.4 •� )p * No. 4 5161 r` Q '. -1 ATi E 4F .ct •. �V . �NaL March 13,2002 ®WARNING - VerW design parameters and READ NOTES ON IBIS AND REVERSE SIDE REdP'GRE USE. ® _ Design valid tot use only with Mfiek connectors. This design is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibilty 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 tabrloatlon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 ® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, W153719. MIeTe k r 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, ,A„ 0 *For 4 x 2 orientation, locate O � plates 1/8" from outside edge of o truss and vertical web, 0 *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4010, 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® ® FORM018,019 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations. EL 4. Unless otherwise noted, locate chord splices o at I/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP OfYDRO-AW O 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. i 4 Ailli o , Job I russ I russ type JUNAIDIE BUDIMAN PE #t45161 ty ly 1 12177878 r DIRT 732E S2 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) U- PAN- , L N W D, i ek Industries, nc. 1 1 s Aug 1 Mi ek Industries, nc. a ar 1 1 :14 age 1 -1-5-0 4-2-15 1-5-0 4-2-15 Scale 1:9.7 3 3.54 (ff 2 f 5 4 2x4 = 4-2-15 4-2-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.04 1-2 >493 BCLL 0.0 Rep Stress Incr NO 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: 15 lb LUMBER BRACING. TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 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=112/Mechanical, 2=329/0-11-5, 4=32/Mechanical Max Horz 2=102(load case 3) Max Uplift3=-128(load case 5), 2=-206(load case 2) FORCES (lb) - First Load Case Only TOPCHORD 1-2=29,2-3=26 BOT CHORD 2-5=0, 4-5=0 NOTES (6-5) 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 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 128 lb uplift at joint 3 and 206 lb uplift at joint 2. 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) 21.61b up at 1-5-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard i 13 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) ' ...... •QIFI Vert: 1-3=-74.0, 2-4=-20.0 �` Concentrated Loads (Ib) Vert: 5 = 21.6 ' NO, 4.5161 %RTATF OF ='� �• .c1 ,A, �,10 �w �. R ID QNaL March 13,2002 ®WARNING - Verft 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 or 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 bullding 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 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat, building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each cz c3 other, WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; '' ; c) cr joint and embed fully. Avoid knots and wane plates/a" from outside edge of X a �y o_ u at joint locations. truss and vertical web. o a 4. Unless otherwise noted, locate chords lices P C, c6 o at I14 panel length(+ 6" from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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. MiTek® FORM018,019 &L�' HYDRO -AIR IIIIIIIII I'mPANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with . stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. ♦Job Truss I russ I ype ty Ply H RTON 1 • JUNAIDIE BUDIMAN PE #45161 12177879 DR1732E S3 ROOF TRUSS 16472 Segovia Cir. N. 2 1 u Pembroke Pines, FI 33331-4627. (optional) • A U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.2-01 SR1 s Aug 90 201 I ek In(1ustnes, Inc. Wed Mar 1 1 :15 age 1 -1-5-11 4-2-3 1-5-11 4-2-3 3 Scale = 1:13. 3.54 rTT 3x4 2 1 6 4 3x4 - 2x4 4-2-3 , 4-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 4-5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.12 Vert(TL) 0.04 1-2 >449 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 3 = 121 /Mechanical, 5=327/0-10-10, 4 = 35/Mechanical Max Horz 5=101(load case 2) Max Uplift3=-1 31 (load case 5), 5=-232(load case 2), 4=-43(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = 26, 2-5 =-296 BOT CHORD 5-6=0, 4-6=0 WEBS 2-4=-0 NOTES (6-5) 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 131 lb uplift at joint 3, 232 lb uplift at joint 5 and 43 lb uplift at joint 4. 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) 96.81b up at 1-5-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ��1 y �;,�/ LOAD CASE(S) Standard l,+ 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ?1'� �L',4;,•, Uniform Loads (plf) cy�' r�.•� Vert: 1-2=-74.0, 2-3=-74.0, 4-5 = -20.0 Concentrated Loads (lb) Vert: 6 =11.9 �i0.4J1S 1 March 13,2002 ®WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. r_® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual bullding 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, consuff OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlonavallable from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI$3719. � �Te k® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions arein 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-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 4011, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORMO18,019 0 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N W! 0 MiTeko 'e�A�® HYDRO -AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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. Job russ ruse Type JUNAIDIE BUDIMAN PE #45161 Qty Ply RTON 1 12177880 DR1732E S4 ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627. (optional) A U- AN- L WOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 1 I ek Industries, Inc. Wed Mar 13 1 Page 1 -1-5-0 3-7-2 1-5-0 3-7-2 - Scale = .8.5 3 3.54 2 1 5 4 2x4 - 3-7-2 3-7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.04 1-2 >540 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7-2 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 = 81 /Mechanical, 2 = 306/0-11-5, 4 = 24/Mechanical Max Horz 2=89(load case 2) Max Uplift3=-105(load case 5), 2=-202(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-49 BOT CHORD 2-5=0, 4-5=0 NOTES (6-5) 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 105 lb uplift at joint 3 and 202 lb uplift at joint 2. 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) 21.61b up at 1-5-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 113 ,Q Lll�/ Uniform Loads (plf) ......... Vert: 1-3=-74.0, 2-4=-20.0 QI�1FI�.i4s• "7 Concentrated Loads (Ib) Vert: 5 = 21.6 r' ' No. 4 5161 'P! p' ., STATE of •s �V �QNaOR March 13,2002 ®wARNDTfo - very design parameters and READ Norse ON THIS AND REVERSE SWE BEFORE USE. INNER J11111 unw s s Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the iesponsibllity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiecflon and bracing, consuit OST-88 Quality Standard, 056-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/1. * 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, Ye J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2, Cut members to bear tightly against each other, Q WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate oz ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c� o at joint locations, truss and vertical web, 001 a o 4. LI less otherwise noted, locate chord splices /4 length(+ 6" from C8 C, C6 at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber far dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. , © 1993 Mitek Holdings, Inc. CLIP PORM018,019 oAM6-NAIL ® MYDRO,AW @) �• " + r I CD I CD ---- _______ __- _ - - - - - M K -__- _ - - - - - - - - - - - All A13 -1 - A15 ---.--..-.----_---_---- - ......... -._ - I� i._.- �- A17 - I ------ A15 �- - - _-__-=--12-11-0 _-_ - A13 - - _ A11 --- I- -- - = _-_-_--___ - ----- -B - ----- -- --- - - lFBE I i --_- i_- CD 1 -- T - - __ -_ _ - - -A 7 A -------- ....... ......... -.. - - -_ - M = __ / 3-0-0 13-6-0 BRG,IN ENTRY 10-4-0 8-6-0 WARNING: ALL BEARING WALLS TO BE PLACED I .; I... ,PLY HCR. �ICTICE! ! REVIEW ALL SPAN DIMENSIONS- -BRG. WALLS I PRIOR TO SETTING TRUSSES.. _9 N 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING_. _ -I A IS 3 PLY HGR. LSIGNED APPROVAL: JOB NUMBER: DR1732E DATE: 3-6-01 PITCH: LOAD: SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 5 � /H: , 2" 407-321-1440 BY: T.H JOB NAME: 1732 "E" ELEV. BRG: BLOCK