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297 Clydesdale Cir
PERMIT ADDRESS (9�r� CONTRACTOR ADDRESS D R Horton "625`0'Haz ilt - Nat'l 'Dr-#102- - - - Orlando, FL 32822 407 857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER f�S? ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR (� MECHANICAL CONTRACTOR' ; PLUMBING CONTRACTOR 1^l MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE - MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION R"C4�'� (�� PERMIT # O �) - t PERMIT DESCRIPTION `�- PERMIT VALUATION SQUARE FOOTAGE DATE �D �) - 0 N CITY OF SANFORD PERMIT APPLICATION I s 0- a3 I Permit # : ® — 1 w6� Date: �.:.. Job Address: T I��t 3 CiP� s,^r•, Z��- G( yd t510�� I DescriptionofWork: CUN-^Ptt'�� r-"lv�b+✓Vj h �Sf `�I F Historic District: Zoning: Value of Work: S1 U2 4 - Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines k Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: a Construction Type: # of Stories: # of Dwelling Units; Flood Zone: (FEMA form required for other than X) Parcel #: I (Attach Proof of Ownership & Legal Description) Owners Name & Address: V -�•y� Phone: Contractor.' Name & Address:ADVANTAGE PLUMBING, INC. P.O. BOX 62002.7 State License Number: % )^� CC OVIEDO, FLORIDA .2762-0027A, Phone & Fax: (Q7) 3Ea_1004 Contact Person: !_`H rA Phone: Bonding Company: Address: i Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application' is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for. ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with 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 requirement f Fl t n Law, FS 713. Signature of Owner/Agent Date Si;VA re of Contractor/Agent Date /DAF,W Print Owner/Agent's Name 1? ' t Contractor/Ag%t', Name Signature of Notary -State of Florida Date Si to ofNotary-State of Florida Date Owner/Agent is _ Personall Known i Produced [D APPLICATION APPROVED BY: Bldg: (ln.0 Special Conditions: L®KI WARNICKE � �� Notary Public, State. of Florida ev Contractor/Agent is vl�rsonallypbme tk 2007 Produced ID p• June 19, • > o. DD 222705 Z ing: Utilities: FD: a (Initial & Date) (Initial & Date) (Initial & Date) ill 3119,1,� LO Permit # : Job Address: �� Description of Work: Historic District: CITY OF 1 1. FORD PERMTr APPLICATION n. n of Work: $ c'�/�17� rermit f ype: ttutldtng Electrical Mechanical ` Plumbing Fire Sprinkler/Alarm Pohl. Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempo Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy Cal�z Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat 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 kor- o,tl,er Wall %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: ff License Nu Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 witli all°applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT P\1 YOUR 11A.i'TNG 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 maybe additional restrictions applicable to th>Pren that may and i ublic records of this county, and there may be additional permits required from other governmental entities such as water mis i , state .s, rrdela.1 agencies. Acceptance of permit is verification that I s;ill notify the owner of the property of the requirements of Flori13- Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is _ Personalh Known to Me or Produced ID APPLICAJ ION APPROVED BY: Bldg: Initial & Date) �pccial Conditions: Zoning: Mature of ConCactor/A Date ROWR'T G. MLLO RUSSO Print Co ctor .agent's Name 1";-e ( ",a (.L.� .. Signature of No- y-State o Florida Date Contractor/Ae.-: is _ Personal,, Known to Me or Produce..:D FD` (Initial & Date) MIRINDA C. TURNER MY COMMISSION # DO 212893 `EXPIRES: June 14,2007 Bonded Thru Notary Public Underwriters COUNTY OF SEMINOL[ IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75500 DATE: /�''/ --r- ~--- BUILDING PERMIT NUM CITY) COUNTY NUMBER: UNIT ADDRESSo _=q.. _/'`�Y�+---------------- ________-----___--_ TRAFFIC ZONE: JURISDICTION: O6 SEC; 7WP: RNG: PARCELx SUBDIVISIOHx TRACT: -'-----_------------ _------------------ ��_/ PLAT BOOKo PLAT BOOK PAGE: BLOCK: LOT: OWNER NAMEx ' � ... .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- APPLICANT NAME: ' - -----------------------------'-------------------------------- ADDRESS: ____________.________________________--_-_------------------------- LAHD USE CATEGORY: 001 - Single Family Detached Houle TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction --------------------------------------------------------------------------------- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � ___________________________________________ ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 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 /? 3TATEMENT RECEIVED BY: �_�<_' �//T��� SIGNATURE: ^ ' __ / (PLEASE PRINT NAME) � DATE: �.L/��--_ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUN1Y 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 OCCUPAHCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE F-LAN IMPLEMENTATION OFFICE;: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. ^ � PAYMENT SHO0,D m�»" T01~ CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AV[NUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT***************f**** � ` THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND. RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 9[:MINOIt�I+ITV „r„; ""fib OF CIRCUIT COURT _E C BK 04849 PG 1300 CLERK'S # 2003094266 RECORDED 06/04/2093 19,19,06 nI RECORDING FEES 6.00 RECDRDFD BY L McKinley CERTIFIED COPY MiARYANNE W10"a CLERK OF CIRCUIT F U� 6EMINO COU U E NOTICE OF COMMENCEMENT (Prepare in duplicate) 2(�03 J 0 �`1p The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of propperty: \ Lot(s) 17, 18, 36, 37,40, 41 & 47 Bakers Crossing Phase 2 Plat Book , Page(s) 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 #: 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 #: Fax #: , Public Records of Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. H orb, Inc. 0 by: o ert A. Lawkon.,",Assistant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE i The foregoing instrument was acknowledged before me this day of12003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on behalt o t e corporation: He/She is personally known to me. Notary Public, State and County Aforesaid CWFICIAL wTARY SEAL PAUT ::-1A COULTON NOTARY PUBLIC STATE OF FLORIDA COMM155dON NO. DD134330 MY COMP V1 ;ION EXP. JULY 26,2006 Notary Seal 7 � ;,,,i t v� �, . ;� 'fir w:: • .: Q CITY OF SANFORD PERMIT APPLICATION Permit # :�l - 1 Q1 L Date: Job Address: aq- - CI LI( i� ca oGe�- Description of Work: Historic District: n_ Zoning: Value of Work: $_ Permit Type: Building v Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool .•r Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: Construction Type: J31 # of Stories: - — # of Dwelling Units: i Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Na��m��ee� & Address: ,\�� �t Oa1.�� 4 t R -5262 — Phone: .i�-f 9I0 I Contractor Name & Address: t n� U50 ��{{rri�B // � AA �, G I )z 1�1i�-1,d�QA t i State License Nummb-eerl n��J ) Phone & Faxi"W AIC)i '- ` 01 �—c2z� Contact Person:. COLA `0 3J Phone: � I EGR qj(DI Bonding Company: Address: Mortgage Lender: Address ArchitecUEngineer: f\ U `�V ,.f--A`) "0ZQ-,V Phone: Address: -*A N,�.R, 4�fA � 11SIII� A tQ�OZTE �L 3�(+ Fax:`t�' 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 additLtQn 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, an het may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of Si I will notify the owner of the property of the of Owner/. — urr'••--IACUu`,-- IDA PATRIC pRYPUBLIC,`TATE O Dp113OR 34V WeOesSION t�»§l�'TaJJ.�r'�I:�routt�Yo" M o Date Date Print APPLICATION APPROVED BY: Bldg:g4 j�e I - Zoning: (Initial & Date) (Initial & Date) Specia! Conditions: Florida Lien Law, FS 713. of Contractor/A�=L Date NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 EXP. UL . Produced ID Utilities: FD: (Initial & Date) --s Date e or (Initial & Date) Limited Power Of Attorney I hearbv name and appoint: Craig Coulton andQ�"''>� ! ��C._ �`( +on each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildinq Dept. of: C j � Q For a residential permit for work to be performed at: Lot # : -1--P Z Subdivision: Address:q� GI 4Dr�5i�t1� �c ,i�t�or Iv. 3a"}� And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing ins=02> as acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally no n to me. LZ ENOURY IAL NOTAR RICIA COULTON State of FIOr da BUCSTATEOFFLORIDA ISSION NO. DD134330 County of range ISSIONFA� "p� I'U���Y.1:"�' Notary Public Signa ure Notary Seal I D. R. HORTON HOMES. SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #4-4_2SUBDIVISION: BAKERS CROSSING 1�3ZL ADDRESS GL�D�jDAI C.ILN(-CI�,�1 _�L� BUILDING APPLICATION V- POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 1/ 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT V ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT 1)n- Ue/ujle�,/ Rrm � J D BUILDING DIVISION CITY OF SANFO OR RESIDENTIAL BUILDING PERMIT SUBMITTAL EQU'REMENTS F ❑ I 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 detalls of these footers with reinforcement bar replacement. ❑ b. Floor plan Indicating Interior wall partitions and room Identification, room dimensions, do°�r�BRthroomsizes, fixturm and distances detector,location(s), landings, ecks and sta3s distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per CIty Engineering Department or subdivision plat. ❑ 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 Indlcate span, size and species of materlals 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 handralls and guardrails. ❑ h, Square footage table showing footages' s(o S.F. Garages/Carports --- S.F. Porch(s)/Entry(s) S.F. Patios) Conditioned structure (--32 S.F. Total (Gross Area) zs'-sS.F. ❑ 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) ❑ 4, Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal Documents: ❑ R. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at' 400 W, Airport Blvd,Sanford, FI (407) 665-3600, c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewRll 12, Insulation, walls and/or ceilings 13, Electrical final, mechanical final and plumbing final 14, Building final 15. Other DATE SIGNATURE a4 (By OwneV or Authorfz gent) a' �— Sentricon" Colony Elimination System Pretreatment Plan AIn greement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address City/State/Zip' Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: Quarterly Payment Amount (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email 4--4 "P- 2 DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. ...i'...... .w..... .. Apex Representative Signature Date ustomer 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 orremoval 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 Identlfled property subject to the terms and conditions of this agreement forper quarter (3mo period) payable on or before the end of the previous monitoring period, After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under; the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist, Failure! of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph, DISCLAIMER: COMPANY, DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE: FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS �VARRANTYi Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic' compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. I member, vistors, SENSITIVITY/PHYSICAL FACTORS: Customer under saan if necessary regardinglanyoaffect t e Propertystreatiment guests, and/or other temporary or permanent occupants to consult aphyslcldays rfor to treatment regarding any allergy or may have and (2)it is their responsibility to notify Apex in writing not less than two (2) Y p sensitivity concerning odors, dust, pollen, respiratory Illness, cerbated by the products and or ss, or other condition that may be activated or exa 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 thathAll components apply without exception. COMPONENTS. The Customer unders 1 DOWELANCO Og NErn SCompOonen N areaa d wi l remain to p operty of DowElan o. The Customer thas sno rights to Any of the C the S ents, a y Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to the r use as instilied by Apex on the Customer's premises under this agreement. ent, Apex find y the C 2, DowElanco On expiration or termination ofthis ttheeStatlons and other Co ponents cont tned therein for appropriate dispositionsitionustomer to retrieve from the Customers p 3, If Apex, for whatever reason, ceases to rep (s r Cusomeror to be hthe Alternatives of either using a different form orized to represent, the Sentrlcon* System of termite protection a. Apex will: (1)so notify the Customer; 2) method of termite control may or dlscontinuing the relation infestationsonal ofcertain tructurld les."In such event Apex may not be Able tto of ffer a different means of controlling p.); the customer And Apex (Pftrtles) form of termite protection,fAnd orm ofetermite protection, refore may have gtvecthelCustonue merecrtedltsfor service paid for but not yet received; (4)if agree on use of a different the Customer elects todiscontinue the rin amount equal tot fee paid elftlohi, or lforservic sf Apex cannot not yet received,tanda(5)retrlever or advise DOwElanco 0r refund to the Customer its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS beiin structurally modified, altered, or otherwise chnt covers the angednor-,(2) torAny termitlelde being applied onnoraclose to Prior to; on of Structure(s) g the location of any Station, or; (3) soft is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Cusmay vold this dddmlonalliseryces ibecause tof AnyeAlter tion,tadditijon, oroother cheevent, fy Apx In rmay be provid diting of the sbyted e Ap x Atthe Customers Agreement. A expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care white 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. FAYMENTMEFAULT. 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 condltlons of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fueUor materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; (3)termite damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of exist►ng 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 Its designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators will 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 arbitratlon proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the partles and no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and be relieved of any liability hereunder If Apex determines, In Its sole discretion, that it is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the Identified , Property for any purpose contemplated by this Agreement, Including but not limited to re-inspectlon, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of i (one) year from Its effective date. After this Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a E?= transfer fee payable to Apex within 30' (thirty) days of the transfer of the treated Property. 'Trademark of DowElanco Brevard Area 508 S Plumosa St. - Merritt Island, FL 32952 407-459-2847 800-929-2847 Orlando Area 7006 Stapoint Ct. #G Winterpark, FL 32792 407-858-0540 888-764.2847 Tampa/Sarasota Area 5314 Fnulkenburg Rd N Tampa, FL 33510 813.221.2847 877-459.2847 CITY OF SANFORD P.O. Box 2847 'SANFORD, FL 32772 I'I IUNI: 1! (407) 330-5630 APPLICATION FOR U"I'II_.CI'Y SIsRVICI? ACCOHN I (DULL NAIAE) NAPvII: FAX fl (407) 328-7367 S I I Z V I c : I A I :> D IZE S S �R4 6" n-DsI_�>dcE por2-i �, F-L MAlI.1N(; 1\1)DRESS(p2 'VURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL E '�{=R- byt�G C, = �a �► CcL1 on- WORKfl4D-7- i� _c_ l 01 SOCIAL SECURIIYJt lQ-A, OWNER OF PROPERTY__ ( —rZ. 14c)r- H 0 M E1t (\)-R I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID AT THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALL OUTSTANDING CHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL IN THE HOME BEFORE THE SERVICE IS ESTABLISHED. FOR DAMAGES CAUSED BY WATER FAUCETS OR OUTL I UNDERSTAND THAT NON-PAYMENT OF MY ACCOUNT SIGNED; DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ FAUCETS ARE TURNED OFF rHE CITY IS NOT LIABLE WILL STOP SERVIC DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE 5-L�6-2O3 7 09Ar.t ROM w•cr. o:�n ., ..r ... ' �t r•nvrww• vr.yu rr:.; n ��,'st �." ,�.�,. � • .. Permit _ /f/ Cr Job A4040, CCTV OF SANFORD PFRNIIT APPLICATION DatC. J� 3 �q- pOf[Fptioa wf work; 5-1 CA.!, 1 2 j 4 �. �+9iAp tl}�I.P�11 pl41fill,0iiiii"m Yotua f .OY Ijt, Won Permit Type; Building .F i Electrical ., Mechanical Plumbing Firc Sprinkler/Alarm Pool Temporgry Pole Electricxi. New Service - P of AMPS Addition/Alleralion Change of Scrvicc _^ Mechanlcal: Residential Non-Residcnfia) Replacement New (Duct Layout & Energy a1c. Required) Plumbing/ New Commercial: A of Fixtufcs ty of Wate1 & Sewer Linos u ofG'as Lines ' Plumbing/New ResSdentlal: a of Water Closets:_ Plumbing Repair - Residential or Cornrnercial Occupatncy Type' Residential 1,� COMMU0151 Industrial Total Square Fout2ge: _ form requirud for other than x) Construction Type; p of Stories: d of Dwelling Unib: __ nood Zone: • (FEMA Parcel z (Attach Proof u(Ow•ntrshlp & t.gal Description)( if-nz 11a C ��vd �_ �2SU z(�1 �S Owncn Same �: Addreta'. fir_ _—_- O , _ 9: 7_ Phnnr�. `77 Contracr amc & Addr ms. e�. G� - UU �•�— r� f` L Mate Llucnsc Numhcr ...._ - 3z� - cc.�3 f l ' ' I`+ ;32 — H ,.._ Phone & Fax: � _ \ 1 Contact Person: (ylC_.t. C 1 .... Phunc:�,i — - Donding (:nmpanY Nlortpagt Lendtr. ""- Add,#1t: .. .• .. .� Phonc. ArchitocUEngh)ecr'. Faa'. Addmas: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wink or installation has comrnenced prior to the usuancc of a permit and that all work will be performed to meet standards of all laws regulating conswction in this jurisdictiu7� d' of •d sepanlc permit must be secured for ELECTRICAL WORK. PLUMBING, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, AIR CONDITIONERS, etc. QWNER'S AFFiDAy IT: I certify that ail orthe foregoing information it: accurue and that all wt" .rill be done in compliance w It all applicable Caws regulating consmxcrien and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFiN'f MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WFH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOT in addition to she requirements of thin permit. theft may he additional restrictions applicable to this property that n,4y be round in the public M:Ords of this county, and there may be addioanxl perrrrits required fmm other govemmenul rnnh , such is avatar mxnagernent districts, state agencies, or federal agencies. Acceptaruc of permit is vcriticanon lh�l I will notify the owner of the property of the requ"eme f 1710 a Lie Law I). 7-7-D-3 Signature of Owner/Agent Ualc Siznuureo(Conrnctor/Apcnt Ual< Contnactor/Agcnt'.s Numc Pitnt Owncr/Agent's Nantc )0-3 _ - c Signature o(NucjryStot•'. of Flnritla natu .Cignature or Nblai ate of Florida Du tc (.lwn�r/n Gtnl i.t riunally Knmvn lu Mc Ur (.'untraClnNA�e nl Lt �prr C(,na,ly Known to Mc Yg1r ._..— P.roduccd III IION APPI(Ov['D flyIlldg: G lnrtial d Uatc (Iwtial Uatu (I ,its:+I Ihtc) (Initial S. Dale) ARIE.A. ZET`fLEMOYER MY COMMISSION # QC 855100 -ter EXPIRES:Ju)15,2W3 [174Z3OO1�3NITARY Fi'ta.. Notary Serdos 8 Saii irq 60: +nv am• FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 297 CLYDESDALE CIRCLE O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: Policy Number Company NAIL Number CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 47, 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): ( ##° - ##' - ##.#N' 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 I FLORID I L SEMINOLE COUNTY 120289 SEMINOLE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4117)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): HEAL HILER ENGINEERING, INC. 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in -a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V140, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is 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. S . 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) 47. 5 ft.(m) d o b) Top of next higher floor WA _ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) WA . _ft.(m) o 0 o d) Attached garage (top of slab) 47. 0 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment cc w 6 servicing the building (Describe in a Comments area) 46.6 ft.(m) E o 0 Lowest adjacent (finished) grade (LAG) 45.4 ft.(m) 21 L. o g) Highest adjacent (finished) grade (HAG) 46. 6 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3,h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS h(� CITY STATE ZIP CODE 320 E. SOUTH STWEEIf. NE.180) ) AA ORLANDO FL 32803 SIGNATURE I 1 b I' � J - ��/ �'I � 1 ' �' DATE TELEPHONE n �/ Y, r 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 lnsurarrceCompany Use. BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number �. 297 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number E SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) M 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; iI:II��:�RZ�I►�.i[I��71�[�cr�J�I�[�1�P►llU ❑ 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 fox a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, K available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) ❑ 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 AS, C, and E are correct to the best of my knowledge. OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by 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 communityissued BFE) or Zone AO, G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED 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 COMMENTS DATE ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions r PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 47, 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.N. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA JO ANNE CARTY 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 CIRLE 50' RIGHT OF WAY P f S89'17'34"E - �- - - -� 501.18_ -- - _ _ _ ' 316.30' CENTERLINE OF-) —� PC RIGHT-OF-WAY I ,o OIN SIN 50.00' vIc NIz Z S89*17'34"E to WALK IS i - WALK IS 1_7' OFF . � ..'.:��..,;:. ....... - � � 1.6' OFF db- 1" = 30' GRAPHIC SCALE O 15 30 NOTE: j10' UTILITY EASEMENT?;.-. "CONCRETE-� ::'DRIVEWAY.:. `� a 6 4.6' , COVERED a� ENTRY ; v>\ LL1 E ONE STORY UJ CONCRETE BLOCK o N RESIDENCE o o N - FINISH FLOOR LOT 48 ELEVATION=47.49 o 0 Z 40.0' FND 1/2" IRON ROD '2 NO ID. (9117103) ------------- LOT 29 I 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 09-17-03. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN.. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 47, AS BEING N89'17'34" W PER PLAT. (FIELD DATE:) 6-11-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM ASM40130 JOB NO. :OUNDATION FINAL 9-17-03 CKB ETES h BOUNDS 05/07/03 SOO DRAWN BY: LOT PLAN 03-11-03 CKB Y N LOT 47 N89'17'34"W 50.00' 7 LO _ N o N 0 o0 LOT 46 V) LOT 31 LOT 30 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 AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801-,(407) 426-7979 SET 1/2" IR014 ROD AND CAP ® LB #6393 (9/17/03) Q FND NAIL AND DISC LB #6393 (9/17/03) ®FND 1/2"IRON ROD AND CAP LB #6393 (9/17/03) CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT Of CURVATURE PI DENOTES POINT OF 1141ERSECTION 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 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA R'ZZ-d� FOR T1TE • FIRM LLIA R. USCATELLO jF. P / 49 8, DATE CERTIFICATE O$ OCOJPANCY / COMPLETION This is to certify that the building located at 297 CLYDESDALE CIR 1for which permit 03-00001998 has heretofore been issued on 6/04/03 has been completed according to plans and specifications filed in the office of the Build' Official prior to the issuance of said building permit, to wit as Str�ls�C w dio,,- complies with all the building, plumbing, elect cal, z ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: _ F i na l ed ZONING: Inspected �\ UTILITIES: 1 Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street Name) Signs -`t0-�s Storm Sewer 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 FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 6/23/03 20.00 7/15/03 20.00 6/04/03 10.00 8/04/03 10.00 7/01/03 10.00 6/04/03 10.00 6/04/03 59.27 6/04/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 297 CLYDESDALE CIR for which permit 03-00001998 has heretofore been issued on 6/04/03 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 01-5CHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/04/03 6/04/03 6/04/03 6/04/03 6/04/03 6/04/03 6/04/03 6/04/03 279.61 91.93 11.32 847.00 11.32 1384.00 650.00 1700.00 ��)VQ ')� � b (� M � ( -fie i 2� OWNER BUILDING OFFICIAL / D TE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION **** SINGLE FAMILY RESIDENCE**** DATA: PERMIT #: C:, \� ADDRESS: CONTRACTOR: '\ �o �G 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. 9/za la3 ir ngineering tj.sW r Fire Public Works �-J Utilities �j Zoning % N ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) S'Z2�-r �DOrLrsSS CNJini3�ns7 S �v l r CERTIFCATE OF OCCUPANCY 111n 1+ REQUEST FOR FINAL INSPECTION uJ'U 3 4w"), **** SINGLE FAMILY RESIDENCE**** la— PERMIT #: C�,� ADDRESS: CONTRACTOR: =1 P� PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 'Engineering Fire �1 I "(29/�3 JPublic Works I Y " 4^'M5 / ❑Zoning /1 l ❑Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: C-"'���' ADDRESS: CONTRACTOR: PHONE #: 'A(D) - 8 �:) a - �A ��8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works tilities Fire �1 I ❑ Zoning �l ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, •SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 26, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'17'34"E A DISTANCE OF 209.46 FEET TO THE POINT OF BEGINNING; THENCE RUN N00'42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'17'34"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN N89'17'34"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES f. 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. PT/ _ + - 1" = 30' GRAPHIC SCALE 0 15 30 S89'17'34"E PROPOSED LOT 48 POINT OF BEGINNING TRACT A UNNAMED ROADWAY 56' RIGHT OF WAY -- 1 �w OWN "I0 50.00' I S89'17'34"E per. 10' UTILITY EASEMENT- - 13.7' o L._ �10 21.3' a--5.'�0--!! COVERED p6' ENTRANCE W PROPOSED MODEL 1732 FINISHED FLOOR 0 N ELEVATION-47,0 N 0 N 0 ; t' 0 0 Z 40.0' 40.0' 5.0' 'PATIO I ` _ . — . — . — . _ . _ . n---589'17'34"E_ 209.46' K f �I m0 I� A LOT 26 a 1 Z _ I mBAKERS CROSSING LOT 29 ' a PHASE 1 z I PLAT BOOK 60 m 7 I PAGES 27-29 I N PROPOSED LOT 47 DRAINAGE TYPE B N89'17'34"W 50.00' LOT 30 _ 501.18' 316. 30' CENTERLINE OFJ PC RIGHT-OF-WAY N 0 N 0 v o o� FLOOR SLAB ELEVATION MUST BE 16" MI C.'0 i ROWN OF ADJACIs'i t f OAD UNLESS OTHER;-':';E APPROVED PROPOSED LOT 46 LOT 31 zo BAKERS CROSSING PHASE I � n (PLAT BOOK 60, PAGES 27-29) LOT 47 CONTAINS 5,500 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 507 SO. FT. t TOTAL SOD 2687 SQ. FT. t 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26, BAKERS 1 AS BEING N89'17'34" W PER PLAT. (FIELD DATE: ) SCALE: 1 = 30 FEET APPROVED BY: WRM REVISED: LEGEND. BUILDING SETBACK LINE MLW - CENTERLINE POD RIGHT OF WAY LINE POL FCC x PROPOSED ELEVATION POC Ji PROPOSED DRAINAGE FLOW OR PD CONCRETE ln� L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT (M) MEASURED TYP (CALC) CALCULATED A/C FND - FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R CP CONCRETE PAD CS P8 PLAT BOOK C PGS PAGES R/W NG NATURAL GRADE ORB SO. FT. SQUARE FEET BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' PREPARED FOR: D.R. HORTON MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT " RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 THE FOR e BOUNDS 05/07/03 SOD 320 EAST SOUTH STREET, SUITE 180 ry. p� y FIRM ORLANDO, FLORIDA EMORY E. CO PSM #4403 DATE PLAN 03-11-03 CKS 32801- (407) 426-7979 JOB NO. _ DRAWN 8) ASM40130 N CAULK BETWEENP.v. ONE BY WOOD CONCRETC. OR WOOD SUCK 6 (BUCK WIDTH) r NA$ONRY OPENING MA$'Y. OPENING BUCK BY OTHER$ BYOTHERS BOTHEP.SINSTALLATION ANEr:OR ONE BY WOOD 3/16- DIA. TAPCON BY OTHERS CAULK BETWEEN SUCK- WINDOV FLANGE- L WOOD BUC✓. 1_1/y• MIN. SHIM AS REO'D. 6 u EMBEDMENT V4' MAX. RIGID VINYL (SEE NOTES) V GLAZING BEAD (MSTALI-ATION ANCHOR (TYP.) 3/16- DIA. TAPCON STUCCO SHIM AS REO'D. BY OTHERS 1/4' MAX. GLASS PERIMETCR (SEE NOTES) (TYPJ(SEE NOTES) CAULK BY. OTHERS �/ / FLANGE TTPE Iti FLANGE TYPE WINDOW FRANC WINDOW FRAME JAMB CAULK BETWEEN HEADER WINDOW FLANGE PERIMETER RIGID VINYL L WOOD SUCK. CAULK GLAZING BEAD BY OTHERS IH. (TYP.) GLASS IpOv (TYP,) (SEE NOTES) V.V. (WINDOW vIDTHI GHT) £.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK S CAULK BETWEEN WINDOW MAS'Y..OPENING FLANGE a PRECAST SILL BY OTHERS V/ VULKEM U6 ADHESIVE CAULK, OR APRV'D. COL. SECTION B — B FLANGE TYPE PERIMETER /� VINDOv FRAME CAULK SILL BY OTHERS r N ECAST SILL c r BY OTHERS A' C SECTION A -A B NOTES: 1) SHIM AS P.'40-0. AT EACH INSTALLATION ANCHOR. MAX. ALLOW-BLE �— SHIM STACK TO BE 1/4". D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. f- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE I / / MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. t 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE A; HEAD & JAMES. SILL MUST BE ATTACHED TO THE SU35TRATE wIT.H B VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOP, PERWETER 5EAL AROUNO W.N. I E XTERIGR OF WINDOW FLANGE. r 6) 1F EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR. CHART, US: I- ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR / APPROPRATE DESIGN PRESSUPE REO'0. / 7) GLASS THICKNESS MAY VARY PER THE REOUIP,EMENTS O-.AST,u E1300 GLASS CHARTS. 8) LETTER CESIGNALIONS ON THE TAPCON !OCaTION CHART IiNDIC--: Y/HERE iA=CDN ANCHORS ARE TO HEINSTALS'-E'," WHEN EXTERIOR ELEVATION AS A KEY 9) ALL FAC,CRY APPLIED !CLES NOT OESIGNA?-� FOR TARCCn ANCHOR SHOULD BE FI D WITH J Sf N J 'C ` T;. �_� _ TO PRJV' - - MIN / IN EMREJM N IN f NID 6Jlf r• RUDE R PRIN A RP 1E - L _ 7 f _ _�C SERIE.S z;NG'_: HUNC - ,\�,,�\ I ' SVFFIC ANG -.I / 1 -I- %; _ I - �'TJ1 rx T E. 1 ) y r CONCRETE OR MASONP,Y OPENING BY OTHERS s- b I74' Mln. EM Sc DNENT I> BY OTHERS e G7 I v TAPCON LOCATION CHART CALL BUCK. 1LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30Py TO 40.57 41Ps7 TO 70PSF 3OPSF TO 4GPsr 41Psr TO 70P5P 12 18 1/8 x 25 8 E F.G F,G 13 t8 t/3 x P 3/8 6 B f,G F,G 14 18 1/8 A 49 5/8 8 8 F,G F,G 145 18 1/8 x 55 I/4 8 8 F.G F,G IS 18 1/8 x 62 8 6 F,G F. 16 f8 1/8 x 71 B B F,G F,G,HJ 17 IC 18 x 83 FG F,G.J.K IH2 25 t/2 X 8 8 E F,C 1H3 25 1/2 x 37 3/8 8 B F,G F,G 1H4 25 1/2 X 49 5/8 6 8 F,G F,G,Hi 1M45 25 1/2 x 55 I/4 8 8 F.G F.G.MJ 1M5 25 1/2 x 62 8 6 F,G F,G.HJ IM6 25 t/2 a 71 6 8 F,G F,GHI IH7 25 1/2 x83 8 8 F,G,J,K F,G.JK 30 1/2 a 25 29 1/7 A 25 6 6 30 1/2 . 38 3/8 29 1/2 X 37 3/8 B 8 F,G F.G 30 1/2 . 50 5/6 29 1/2 X 49 5/e B 8 F,G F,G HI 30 '/1 56 t/4 29 1/2 x 55 1/4 6 6 F,G F,G,HJ 30 1/2 63 29 I/2 X III 6 F,O F,G,FLI 50 f/2 72 29 1/2 x 71 E 6 F.GH.1 F,G.HJ ]O t 2 8a 29 1/2 x 83 E 6 F.G.J.K F,G.J K 36 X 25 23 36 x 37 3/8 6 0 ' F,G F,G 24 3i % 49 5/8 6 8 F,G F,G,MI 245 36 X 55 1/4 8 8 F,G F.G,H., 25 36 x 62 8 6 F,G,H'I F,CHI 26 36 X 71 8 E F,G.H,1 O.E.F,GHI 27 36 x 83 E B F.G.J K F,G.HI,JK 12 = 26 41 X 25 2 F• ` 42 38 3/8 a1 x 37 3/e 8 8 F,G F,G,H,I . S0 5/e at x a9 5/e 8 9 F.CG F,G.HI 42 . 56 1/4 41 x 55 1/4 B E F,G.H.I F,G.HI 42 . 63 41 X 62 8 B F,G,H.I O.E,F,GHI 42 . 72 41 X 71 8 8 F,G,H,1 D,E,F,G,H,I 42 . By 41 X 63 -8 E F,GJ,K FG,HJ,J.K 43 . 26 y71 x 25 3 A,C .G 4d . 32 3/8 a7 3/2 A,C F,C F,G. HI 48 50 5/5 `7 a7 % 9 11/1 B A C F,G F,G.H r 0 1/1 4848 47 x 55 I/4 '- AC F,GH 1 F,G.H.I F,G H 1 O.EF,G.H1 , 53 42 . 72 47 x 62 47 x 71 B B A,C A_C F,G.H.I 2E.F.GHI a� 84 i7 z 83 P if F K D FG.H I.J K. 32 52 1/3 x 25 6 A,f F.G F,G 33 5? 1/1 X 37 3/3 'c A,C F,G F,G,H,1 3c 5? 1/3 x 49 5; 8 3 A,C F.G.H.' F,G.M I 345 52 Vex 55 Va 6 A,f F.GH,I O.E,F,GHI 3` 5? I/3 z -2 3 A,C F,G.H 1 O.EF.G M 1 36 5?. i/e x 71 E A,C F.CHI p.E.F,GH.1 37 5? 1 /' x 5) A..0 F G J.Y. O.E,F,G.J.K JK 37 SIZ: NGT A`JyIL�ELE IN IWO OR I;OO SERIEi. FLORIDA EXTR DERj `;a RORD, FLOPIDA TITLE: 1INS I _N [1 7 . ,DRAWN By" _ _ P?ROVED BY: -IJ/1l=/ SCALE, !Dl�;r_._ -LE J:11._ ';HEATHING IY OTHERS B INSTALLATION NCHOR SCREV (T EXTERIOR FINISH — By OTHERS IPERIMETER CAULK — BY OTHERS FIN FRAME HEADER EXTERIOR PERIMETER CAULK BY OTHERS CAULK BEHIND FIN —TVO BY BUILD DOVN BY OTHERS / NOTES: SHIM A$ 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 2) WINDOW FRAME MATERIAL:. ALUMINUM ALLOY 6063. 1". MAIL 3) USE SIUCONZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL &JAMBS. SHIN SPACE 4) USE S(LJCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOFRAME. 5) CUSS W THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM OUAL GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO IFIED, 6) SCREW ANCHORS AT HEAD. SILL & JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. I N. MIN. EMBEDMENT INTO WOOD FRAME. PUCE 18 SCREW ANCHORS 6- FROM CORNERS AND 24" O.C- MAX. 7) BUILDDOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. GLAZING (TYP. SEE NOTES) -FIN FRAME SILL SHIM AS REO'D.— (SEE NOTES) / EXTERIOR FINISH BY OTHEPS =B INSTALLATION ANCHOR SCREV (TYP.) SHEATHING BY OTHERS [n9E64N7 SEC110"N A -A L SHIN SPACE EXTERIOR ELEVATION i'JO BY F%an:NG 3, OTHERS I CAULK BEHIND FIN VI 2 2002 N DW iT . 48 INSTALL `I ION Fs""s"A' E ANCHOR SCR�V (TrP.) TV YC BY FRAMING SHIM AS RED 'D. BY OTHER$ (SEE NOTES) CAULK BEHIND FIN FIN FRAME JAMB GLAZING (TYP. SEE NOTES) 1' RIK EKKIMCNT �— SHEATHING BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS +VINDOV VIDTH PERIMETER CAULK BY OTHERS SECTION B-B >w IT EXTERIOR ELFWT10N FLORIDA EXTRUDERS INTERNATIONAL. I SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB . APPROVED BY: DATE:02/14/02 ISCALE NTS IDWG: FLEX0037 U ONE BY BUCK BY OTHERS CAULK IETVCCH VINDOV FLANGE LSHEAT SHEATHING 'LY'VOOD (TYP.) BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS REO'D (SEE NOTES) VINDOV FRANC HEAD WINDOW HEIGHT EXTERIOR GLAZING (TYP. SEE NOTES) VINDOV FRAME SILL PERIMETER CAULK SHIN AS REO'D BY OTHERS (SEE NOTES) EXTERIOR FINISH —\ / BY OTHERS CAULK BETVEEN d VINDOW FLANGE Q L ONE BY vOGD BUCK, CAULK BETVEEN VOOD BUCK L MASONRY OPENING BY OTHERS CONCRETE OR MASONRY Sr =I✓ I ION A -A BY OTHERS lii INSTALLATION ANCHOR a10 SCREV -.— BUCK VIDTH r— BUILD DOVN I (ALSO .OTHERS NOTES: - TVO BY FRAMING TO SILL) 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 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 SHIM AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE- .110-94STALLATION ' (SEE NOTES) SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIM 1-3/8- ..•uIN.EMBEDMENT INTO w0p0 FRAMINGAND BUILD DOWNWHEREREQUIRED. INSTALLATION ANCHORS & SCREWS TO BE. PLACED 6 IN.FROM CORNERS & 24 IN O.C.:UAX. - ; VINDOv FRAME -.4) USE SIL.ICONIZED ACRYLIC CAUL( BEHIND WINDOW FLANGE AT HEAD. SUL & JAM85 JAMB _t S) USE SOXONIZED ACRYLC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF '( WINDOW FLANGE. - GLAZING`<TYP r` x 1 /4' MAX. 6) CLASS -THIpcNESS MAY,VARY-PER THE REQUIREMENTS OF ASTM C1300 GLASS SEE NOTES) �, .r SHIM SPACE CHARTS. -SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALTFIED. N'. -.7)-BUILD DOWN IROUNO CURVED PORTION OF WINDOW FRAME TO BE ENGWEEREO OTHERS.. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFERLOAD FROM WINDOW TO THE STRUCTURE. - 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PMNT AISO APPLES TO FLORIOA.EXTRUOERS 1750SERIES& 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF - - THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL - PERIMETER -CAULK 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 -t— VINDOV v1DTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS_ _ BUCK HEIGHT L SHIM SPACE EXTERIOR ELEVATION G 1EM9EDMEHMLdi1`I Y LiAL i' E.lgi,'�LIDA BUNUFA A ONE BY vOOD II --`—'EIDL(Il'� NAME: / BUCK BY OTHERS +� RASTER FILE # 1 { IIa,iALLA 713. AtNC:(OR '-rl - 3/16 Di— lAeCON )w IT 8 J: 1-3/8- MIN. EMBEDMENT <" MAX. M SPACE CAULK BETVEEN,. TVO BY BUCK. - - 1. :CONCRETE - BY OTHERS W NDOW HEIGHT B I r A EXTERIOR ELEVATION NATIONAL, INC FLORIDA EXTRUDERS I SANFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL W1 FRAME BUILD DOWN DESIGNER, FIXED WINDOW/ 1000, 1750, 8 2000 SERIES DRAWN BY:BB APPROVED BY: DATE:02112102 1 SCALE: NTS JDWC.: FLEX0036 l --�— --r— DOOR WIDTH /<• MAX. SHIM SPACE SHIM AS k£'O'D INSTALLATION ANCHOR TWO BY WOOD =2 SCREW SHEATHING (SEE NOTES> 1-1/E n(rv. PY OTHERS BY OTHER EMBEDMENT CAULK EEiWEEN TWO BY WOOD DOOR FLANGE SLIDING GLASS L SHEATHING BY OTHERS DOOR, FRAME JAME X SLIDING GLASS DOOR (T \ F SHIH SPACE MOOK. STRIP SHIM AS R£O*D. I/4• MAX. (SEE NOTES) STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS i' .. .o l0,4 rk7--P vDE25 _ _- 1 E. +: # . 6- SLIDING GLASS DOOR. FRAME SILL INSTALLATION 4NCHOR =2 SCR£v TWO BY WOOD BY OTHERS E AULK BETWEEN HOOK STRIP L SHEATHING INSTALLATION ANCHOR ZTEMPERED aE SCREW I-I/E' MIN.ENBEDMENT EMBEDMENT GLASS CTYP.) CAULK BETWEEN DOOR. FLANGE L SHEATHING SLIDING GLASS — DOOR FRAME HEAD SHEATHING BY OTHERS PERIMETER SHEATHING CAULK BY 8Y OTHERS TEMPERED GLASS ' �— TEMPERED OTHERS STUCCO (TYPJ _ STUCCO OR SIDING GLASS (TYP.) OR SIDING BY OTHERS BY ❑THERS SLIDING GLASS DOOR INTERLOCK DOOR HEIGHT SECTION B-R HOOK STRIP DETAIL 1, UOOR MATERIAL ALUMINUM ALLOT 6067. 21 a9 INSTALLATION SCRSVS UST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM EnBEDKNT OF 1-1/6' INTO WOOD. TAPCDN TYPEINSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EnBCDKNT OF 1-1/4• INTO MASONRT OR CONCRETE. 7) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. / a) USE SIIICOnIZE7 ALRYL IC CAULK BEHIND DOOR clAnGi AT KAD t JAN9i. / 51 USE SILTCC OR SIZE CAULK FOR PERIMETER SEAL AROUND ANCHOR OOR OF UOOR. 6> 4' EXACT DOOR S{ZE IS NOT LISTED IN SIAMC". CHART, USE ANCHOR OUANTI it LISTED WITH HEAT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 7) FOR POCKET 0lKT SIZES USE CLOSEST BYPASS DOOR SIZE t CONFIGURATION TO FINISHED OPENING. B 6 PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK. STRIP AS SHOWN. / 8) GLASS THiCKNE SS MAT WART PER REOWREMENTS OF ASTN COW GLASS CHARTS. 9) DOOa. UNIT IS APPROVED USING iEHPERCD (,LASS In SINGLE GLAZED OR SF-LE INSULATING GLASS. ° 10) Jana / SILL CORNERS ARE TO BE SEALED WITH A SMALL HINT SEAM SEALSR. Ill SMIn AS REG'D. AT -A. SE OF INSTALLATION ANCHORS. MAX. ALLOVABLE SHIN STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF COR.ROSICN RESISTANT MATERIALS. FIXED PANEL APPROVED 11) VKR: X R_. RENT, MOVING PAKL AHO V REPRESENTS - CONFIGURATION: ARE AS LISTED [IN ANCHOR C-RT On BACK OF THIS SKET. _A ' / j //�� E X T E P, U P E L `�/ I I ❑ N 1.) NOT ALL CONFIGURANQ' S LISTED -ABOVE ARE S+!]VN ON THIS DRAWING. MPVCVER INSTALLANOM SECTION: '.-A". 'B-B' L HMK STRIP DETAIL APPLT TO INSTALLATION OF ALl APPROVED I EMBEDMENT ! M-1 cow RATIONI G 1-1/4' MIN. $�ip'JN 15) FLORfOA EXTRUDERS 1000 TEALS: SLIDING GI AS' DOOR IS Sti01/N. THIS PRINT ALSO ARP' -)CS TO d// z PANEL OCCR 01D 2D00 SERIES AND 500 SERIES. A / I LIBERALLY APPLY — T CAULKINGSIUNDER. SILL O£ SET ELLINBED — :N$iALIAT ION ANCHOR OF CONCRETE DiA. T<?CON S-c T i IjN�/(� FEp i 2002 P.EvI DESCRIPTION DATE i IN"ll �- L O P, I D A INT. T EXTRUDERS PS SANFp4D FL TITLE: SLIDING CLASS DOOR iNST LLATI(1N KITH #3 SCR-EWS DRAWN BY: R9 APPROVED BY: DATA: !2/!7/6i SCALE: NT- IDWC ,?-L,XME7 ;,! 1 - _ I SILL (T„ i.q Y. 2/4 S='_= TAPPING SNS t { - X 1/e TUSE MULLION '( SEALANT SET'JEEN VIMC3»` FLMVGES- MULLION SEALANT BETVE:04-I U \—4e X 3/ 4 SELF VINBOV FLANGES -1C00 Sh., TA.PFWN SMS L MULLION HEAD tIYF.) SEALANT 'BETWEEN WIN-Mv FLANGES SECTION A —A (1 ) i MULLION 1000 P•`.1./DESIGNER r SILL,(TYP: i X 3/ 4 SELF TA FING SMS f-1 x 2 7n:. x 1/e TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- S MULLION a — E X 3/4 S=LF HEAD (TYP.) SEALANT EETVEE'N q^ „ l i.QNj @ _ (J`I WINDOW FLA,NC�=S L MULLION 1^_C'C RW'.i CE:>IGN�R SEALANT OETVEEN Sii.L . T YF.'•:Ii;CO'J FLANGE. T .0 i MULLION $L_r \ II J locC SILL <TY=J ,-9Q X 3/4 SO! TAFFING SMS 1 X P x "%c TUBE MULL::JN TYPiCAL MULLION TO CONCrc!= JA:)e (.4FPLIES TO Jfi.`." WyERc 1 X 4. 4 X 4" TUSE�MULLICNSARE USEc'; Q CONCRETE CR MASCMR7 EY C HERS \ ONE B" wa _ - BUCK OTHERS Q �— TA X 35 SELF. 10GC S.P. TAPPING SMS HEAL (TY?.) jvlt'9.IQ iJ l� i Vxtui ti19 MAINTIg� A g URER NAME: ��R/DA Lx`i UO-cRS SECTION A -A (2) MASTFUR I'U # 6 t— 1000 P.V./L:_SIGNc-R SILL (TYP.) k° X 3/4 SELF 10^_0 P.W./DESIGNER / TAPPING SMS J i 1 XE 7/15 X �/2 ( SILL (TYP ' Sc r TUBE MUL•_IDN . G X 3/4 L 9 / TAPPING SMS SEALANT BETWEEN vlsoE'V F LANCE _ \\ & M;,Lo_T�N �ke X _-/4 SELF TAPPING SNS HEAD (TYP.: (--1000 F.W./DESIGNER S'L! (TYP.) `,— 2 x 3/4 S= r CAMPING Si"S I X 4 X 3/8 2 X 4 X 3/8 TUBE MULLION , ir:ST TIO`i ANC 3/I6' �4 T APCON SCREV ANCHOR ' T Y=.) —EXTEgNAL MULLION IP;STALLATION CLIP ! MU__'.GN 'AP%:NGSMS FROM-X7c=1GR d C S.r♦ _o _mot ATIONAL, INC FLORIDA EXTRUDERS I SA�NFORD, FLORIDA I TITLE: SER -.:' _7Q0 _AN'__ C: DR45Y 2Y: AFPRO`✓ED BY: L/ .' ., i�i�7 f`. .1TF C(',jj F: I n'ACi.: a_� a r- 1 X 2 X. 3/8 TU 1CCC S.r - T X 2 X i! _CCC S.H. TL1z_ JAB E <TY=•) 1 V i SELF \2-X 1/2 S='_- ys TA.Y?iNG S!<S ��%N �SEALANT_H-TvE'V FLa"iGES .. `Y-.01-2 .' ! 4!in_S„-\ MUL !a.; - 2 X S X 3/c `-r:X 1-1/2 SELF X TAPPiN.G SMS Tt t TAPPING SMS SECTION A -A f 1 if 1 i S8CTiOl-4 A -A (2; /-1 X 2 7/16 X 1/6 1 X 2 iii<- X 3/6 1CCJ SK. S.H.{ � TUE'c MULLION - V200 iUEE Mo_L:"u% JAMB <TYP,) 747C c-� JAKE CTYPJ JAMS (TYP.) 1 aS X 1/2 SELF TAP: Lfi 'X 1/2 SELF 'iG SMS -TAPPING SMS SEALANT E-7VEEN VINMV RANGES L ML-LICN L- 58 X 1-1/2 SELF TAPPING SMS : CTION -A I S T X t X 1/E Ir-TURE Mi LLMN' \j A .- - -, .. - _-_ 'tl ONE EY Cv%X cY G T S-c%S_ L A Efii1EDMEVit 4 .� MULLA]N gE X I/2 SELF TAPPING S-S a=c X i-!/2 SELF-, �SLALANT EETV-EN t E..eLANT HTVEEN T PING Ss„ VIMULL FLANGES SpP Viti7G`J FLANGESS. M1;�LSCr: b MULL IDN \ c X.'-I/2 SELF -- ` TAPPING SMS+ ! HTA[L C CC -"nny -A JAM3.n it /;; S. 1, DCT !I J� BY GTH- KC4.. l 4 t-3`iSTALLATIGN AN'= GR 3/16' I TAPCON SCPEV A..NCHG:Z <T' -EXTERNAL MULLION INSTALLATION CLIP PiCAL fJQLLiON TO CONCRUE 45 HEA! (APPLIES TO HZE* & SiiL YHERE 1" X L 2" X •." WSEE MULUONS A:R, USEC) DrTA!L 8 _ IN TALUATIr ANCF!OF VIC' MA. TAPCGN I� SCREV ANCHOR :-,YP.) . ' jJI SILL CLIP MIN. Spa By C HERS I lXi'•?aRY GI S.T� D;TtQNAL=:N%40RS, V±:�N RcVii! -ED' i i DEL IrL`E,_ J O� - � Sm Fes_=:.AT.:;`i tE X is _ SELF j V!�''riL 'RG=XT�ERO ` >; ----- --- ..--- -- ------'FLORIDA EXTRliDERSINTERNATIONAL, N RNATIOF aRINC `i-TI'TLE: E 1 �- ^='ACTIL 7 A.PF'r.OVED BY: MIAN11oAD� NIIANII-DARE COUNTY, FLORJ ' low METRO-DADE FLAGLER BUILD; BUILDING CODE COMPLIANCE OFF METRO-DADC FLAGLER BUILD .140 wn't• rLAGtnt s'rltcu, surd: MIAMI, FLOWDA 33130.' PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 VAX (305)37s-: Premdor Entry Systems c ONTRAC."Wtt LICENSING st:c-r 911 E. Jeferson, P.O. Box 76 (305)373.2s27 rAN(305)373. Pittsburgh ,KS 66762 WINTILWrott t:NFORCr•.atr•.NT DWIu (303) 375-2966 VAN t3031375- i,uouut: r coN•rltot. wvi� (305) 373-2902 FAX (3as) 372. Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If 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 i determined by BCCO that this product or material fails to meet the requirements of the South Floi Buildin` Cede. The expense of such testing will be incurred by the manufacturer. c-' ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04102/2006 Raw tcoangucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 13UILDING CODE R PRODUCT REVIEW COUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Build Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 061051200i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Oflic Premdor Entry Systems 1. SCOPE ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFiC CONDITIONS 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accept designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 2: not exceed the Design Pressure stating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-W/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shallbe constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. 3. LIiV11TATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approvcd 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 overhang'such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc desi mcd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance .pit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum, p; o:cction system;. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statenicnt: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREtMENTS 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 cvaluatc the install ion of this system. Manu 1 Pcrc2, P.E. Product Co C Exam Product Control Division i �I Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi aad the original submitted documentation, including test supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. i. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any Portion of the Notice of Acceptance is displaycd, titers it shall be done in its entirely. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shill be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T111S ACCEP 'ANCE Manu Pcrcz, P.E.; Product Contr scam Produ 'ntrol Division Glazed Units X X0, OX, NO XX, OXXO COP WL=iMA000.02 t t FIBERGLASS DOORS 6'8" Height — Inswing 2'0" 2'6" 218" COP-WL-MA0141-02 2'10" 3'0" 02-0419.08 (Application filed) 52.0 NO 3T Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0143-02 TO" + 1'0" 3'0" + 1'2" Not Listed — — 02-0419.08 (Application filed) 52.0 NO l'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 I NO I 1'0" + 210" + 1'0" 'IT + 2'8" + 1'2" IV' + 2'8" + 1'0" VG" - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 12 +30 +12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 NO I TV + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'l0" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under [lie 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 bui'ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, a+.n9 & PAK3. O akraraft AR I EW PIUHKCLAAS ANTKY UOOKC t miT. "FMtu"(mry 0oa1 Mr t 29. M2 Our con Au,f; pnpryn of prxua unDto TmcM mitts spcuficxi rs, dtspn Snd product d9fa11 wbied to cmrvc Wi0out notice. � t•at"r.otr r,•m Masonite International Corporation ' C0P-W-MA01'00 0t FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'6" 02-0418.03 X 2'8" COP-WL-MAO161-O2 (Application Filed) 55.0 NO 2'10" TO". 3'6" Not Listed Not Listed — 2'8" + 1'0" 2'8" + 1'2" L ' tr 2 1 J + 1'O" 02-0418.03 I 2'10" + 1'2" COP-WL-MA0163-02 (Application Filed) 55.0 NO 3'C" - 1'0" TO" +17' 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX. OXO 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 02-0418.03 1'2" + 2'10" + 17' COP-WL-MAO164-02 (Application Filed) 55.0 NO 1'2" ; 3'0" + 1'2" I 2'6" r 2'6" : 2'6" j2'8" + 2'8" + 2'8" 1 T1C"+2'10"+2'1V i TO" + TO" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MAO162-02 (Application Filed) 55.0 NO TO" + TO" XX. OXXO 2'6" + 2'8" + 2'6" + 2'6" TV + 2'8" + 2'8" + 2'8" 02-0418.03 2'10" +2'10" + 2'10" + 2'10" COP-WL-MAO165-02 (Application Filed) 55.0 NO TO" i TO" + TO" + 3'0" 1. Dccr srrzngements using fewer panels than wha! is shot-.'n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite ln!arnational website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design 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, PA2O2 & PA203. OPiralt ARTF-11% l.11_. :: Ae5 "..1fity O00R5 ++o..r..."•ar.e.p..E,."Ct ::: A,vi M 2002 Our (ur1,"u,,10 progfam of podua ✓ lv vment mikes Spacific.lco� . design i 4 product del4al ej-o to eltJnde .riumol rout, e.<I„•,.efY tr n,n Masonite international Corporatlor. w �_�, COPWL=MA0140Q 02Y.�} e �"� FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing X3. OX, ,,Xo 2'0" 2'6" 28 2'10" 3'0" 3'6" 1 ] Mis . ' 2,a.. + 1.0.. 2'8" + 1'2" 2'10" + 1'0" 210" + 17' To" + 1'0" 37 + 1'2" 1'0" + 2'8" + 17 "0" - 2'10' + 1'0" 17 + 2'8" + 17' -- 1'0"+2'8"+IT 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2.8" 2'10" + 2'10" + 2'10" 3u'+TO" +3'0" 2,8" + 218„ 2'8" + 2'8" _ 2'10" + 2' 10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2.8" + 2'8" 2'10" + 2'l0" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" 02-0423.01 COP-WL-MA0146-02 I (Application Filed) 40.0 NO Not Listed I Not Listed 1 — I — 02-0423.01 COP-WL-MA0148-02 I (Application Filed) 40.0 NO 02-0423.01 COP-WL-MA0149-02 (Application Filed) 40.0 NO 02-0423.01 COP-WL-MA0147-02 I (Application Filed) 40.0 NO COP-WL-MA0150-02 ( (Application Of led) 40.0 NO Notes: t. 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 froli, the Masonite International website (www.masonite.com) or from the technical center. 3. icsWla;ion instructions are 3v3ilabie frorn *the N,,asonite International website (www.masonite.com) or from the technical center. :. ktca; eesien pressure requirement for a specific cuild!ng 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, wafer, forced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O a kcr aft Eft -1 Iflf 1-% �1`.\CS f:N'1'kY nC]<11:5 Ww-Trw.J.Nr�I,u Ev)ps�n �v,n PREJNDaW /lwn ,, F.ea1,zot Cm C1:L:fuk 7tC�'iG C1 UrOGon iR.prOac�l(M ]N\C' syeSti; ];i%•S. CtS.:-] $r>;::1 � Masonite International Corporation 1 Glazed Units .. _.ti_COP�WL-MAQ100 02�a�.�= 8'0" Height — Outswing X .t 2.0" COP-WL-MA0166-02 02-0423.03 (Application Filed) 47.0 NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — sf � 3 2'8" + 1'0N 2'8" + 17 2'10" + 1'0" 2'10" + 17 COP-WL-MA0168-02 TO" + 1'0" TO" + 1'2" 02-0423.03 (Application Filed) 47.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 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" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 37 + 3'0" + TO" 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" 37 + TO" 2'6" + 2'8" + TV + 2'6" COP WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff ARTEIKV`" 1-'1RVkC1_ASS FN'IRY<DOOKS 1aon1i<e.ne fart=—fwrpow, Md 29.2002 ..." o•. u.e o.".. >. (/lV/l✓✓lam Our connm,irp Drooram of produa impro—tem makes specdicatioris. design and product M d s O n l t e International C o r p o r a t i o n delad Suofea to cN"pe wnftoul nojKe. Opaque Units �� COP_WLMAO100.02'� FIBERGLASS 0 • X 2'0" COP-WL-MA0101-02 01-1031.01 76.0 NO TV 2'8" 2'10" 3'0" TV Not Listed Not Listed — — 28"+1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 COP-WL-MA0103-02 3'0" + 1'0" 3'0" + 1'2" 55.0 02-0109.10 (Application Filed) NO X0, OX, OXO 1'0" + 2.8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" IT" + TO" +12" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2T COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 N0 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft ART EK" fIM1:"OI.ASS FN'1— DOORS M1lo T.e"eafA..r.uE.ury0— Aprd 29. 2002 Gur cononum9 program of p,odua mg,"emenl makes specdi Xa s. deign ind prpdu detail S0.101. mange Wow nol4e C., Ee.lur�r v I.om .+ Oua epee.. Masonite International Corporation z�WL=MA'0100 02w FIBERGLASSDOORS Opaque Units X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed — — X0, OX, OXO 2'8" + 1'0" COP-WL-MA0123-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Fled) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + IT 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 37 + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures)_ National, state or local building codes specify the edition required. 5. Masonite international structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O ak,R xaff k EEC" W "...1-Kr•i" IcKsuseA FIXF.IIGI.ASS }N'1'NY DOORS 1-T.-if F&.qU. furry D. April 29. 2001 Our cunhnuinp Drodram of product improvemenl makes speciligtions. desgn and Droducl detail S.Dlecl ID Change without notice. `�sm duo ty Dears Masonite International Corporation 1_14, 1 1, 1.1 FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing X 2'0" _ 2'6" 02-0109.08 2'8" COP-WL-MA0106-02 (Application Filed) 2'10" 3'0" 70.0 NO 3'6" Not Listed Not Listed — — X0, OX, OXO 2'8" + 'IT COP-WL-MA0108-02 55.0 02-0109.08 (Application Filed) NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 3'0" + 1'2" 1'0" + TV + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 710" + 1'0" 17 + 2'8" + 1.2" IT" + 2'8" + 17 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 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. Oak raft .•�ITerr"r<�t ®EK" Er<tus�velY tom f I I,.: N Eit. A SS EN "IKY I100HS raor 1-1 fa".Wu E."Do •+Oe� rOee�r EE�//li�J// 11prd 29. ZooZ Our <onunump pro0ram OI propvtl mprovemenl makes sptcilicalUns- ocsq" and product Masonite International Corporation petan Subject to Change without nolice. 4 Opaque Units TERM,COP114UMa0100 02 8'0" Height — Outswing 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 NO Not Listed Not Listed — — X0, OX, OXO 2'8" + 1'0" r 02-0109.07 (Application Filed) 55.0 NO COP-WL-MA0128-02 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 17' 1'0" + 2'8" + 17 17 + TO" + IT 17 + 2'10" + 1'2" 1'2" + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'1On 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" 3T+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 8CC0 protocol PA201, PA202 & PA203. Oak _raft ..In 'Icn. urcd EK' E.<lu.irely lrom PlN1 <(;LASS EN'INY GOONS hk—T—d FA—&. Envy Dao<. m o�• r o••.. a Aprd 29. 2002 0., conOwmo Clog— 01 product enphoyemenl makes SpetifitalioM. de,on and prod.. Masonite International Corporation , deia'I Suojeo110 Change wMow notice. X Unit 6' TYP. 6' TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. t • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 562) 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 #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness_ of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29. 2002 - o...,,. o•.., Owcmmmmndompnmoforoduca -omommemmakesswil,caons. Masonite international CorporatJon despn am orodan do,a suDjw io [nande woh-t noti- XO or OX Unit `MID=WL�MA000302 '' e -*,ems. �� - -�� B �E •rr+ SINGLE DOOR WITH 1 SIDELITE 'UNIT 8'0" UNIT 15/16' 11-1/8' 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. ti.';1 ' 11• ' 1 • Width of door unit plus 1/2" • Height of door unit plus 114" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Aprn29 2902 w Masonite International Corporation O<omn. vo�nm of nwaun •�n;ro-.<mem maEcs sucancm.as. des.gn anc ),", de1Dd suDjecl to cnange wonow nonce. • •,,y. AMID=WL�tIIlA000402 Unit SINGLE DOOR 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. • Width of door unit plus 1/2" • Height of door unit plus 1/4" I t t t t t t t 1 1 t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Apni 29, 2002 - Masonite International.Corporation 0"r COnl���u•na ;1rV4rJnr VI u�VO�f! r'! CnrCnl nlJY.CS SirfCrl�fllun'. aes on Joe uroo'cl afud su0lecl 15 Cr-Inue wdnoul 11oou, oxxo `MIDWL�MA0005`02, Unit DOUBLE DOOR WITH 2 SIDELITES 1 • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 6' TYR r6'8• UNIT 8'8• UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR • 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 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 Al 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E •clu�ivelY lion April 29.2002 - Masonite International Corporation Our lio , D..g a of produa ✓^orovc M makes Spttdq]I i0�1. dcsq• a.d p�ndua daad WNW w c 3N1 -00-1 nova XX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 -: ° S �_. COPWL MA014202 r Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". � Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0 o as as 00 00 �00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 0o a ao 00 00 0o an 00 105 Series 106, 160 Series' 129 Series' 12 RA. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be usea to the following door style: Eyebrow 5-panel with scroll Oak raft AR T EW T "wna r.T.ralau Emry Oxon PREMDaW 1=1 e1:N(:LASS LNl"Ml" UOON[ n Ow• Y Oeo.. April 29.2002 Masonite International Corporation ow commu,ng program Of oroducs "norovement mates speaficatans. design and oroduct detail subject to cnanee without nonce XX 'COP WLMA014202 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 Al A a s 00 tix 3 404 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). State of Florida, Professional Engineer J Kurt Balthazor, P.E. — License Number 56533 Oak raff AR Q Ery W.�ad� lc cal fAULK6L.\N.l LN I N1'•I)Ilf)K.\ No.,.T••wred rAerr•u f..v Do April 29, 2002 Our conemmng program of oroduU improvement makes specifications. design and product detail s.lhecr io change without hoi2t. fa<I utrr <ly tro�n Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 -COPWL MA014302 _ a� �' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0' x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. . MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 o0 00 00 00 O0� 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 n �� ❑ 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 R/L. 23 AIL. 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. � aff R T E�C`� E. I .•.r r 1�1IIL Nl:L•\-\� l:l�l N\' I)1)IINI Mo.T..uw.E EAerElan Ern.. now. PREM� ,':'i,.//.,.�:... � C�%�/j�j(j��" Apr,129,2002 Masonite International Corporation 0., of aluaucl ��wm+emem nu�.es soeurrcmans. aesw^ a�+o mv:ou a-d \u4i1:.1 ie [ndnge wanaul nal.EC. XO or OX , • , t , t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: E1311 o0 0 — 1 0 404 Series 410 Series Tog Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). . 50 WE WE iIva" State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akAR k EEC" 1 `In�r: r:l.\�.\ L.`I'1"N 1' III1lIN� Nen.le.vreO FL ,.0 E•n., Doon April 29. 2002 OW conunumg oroeram o1 produa unpr Menl makes SWifial4ns. design and orod,cl J03,1 s.],eu 10 change _IhOW W.ce E •<�Vf�v<ly r.un + Ou�•I y Ooe.a Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: O 0 , ',* �' • COPUUL-MA014402 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size - 9.0- x ST 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: CID 00 an y 00 00 00 H 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n 00 00 00 no 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 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 will, scroll. Oak raft AR k EW ••••1•...•n 'I'cxru•c.l 1-4UE:X<:LA.\1 LN I'RV VOOKS NwFreaonea F-0., Envy D. Ad,it 29. 2002 0v1 Conl•nvn4 o'N- o:Dioduel mwovemenl makes smificarans, des,pn and oroduel 0e11.1 suoieel to <nange wdMul noece. Masonite International Corporation • • COP-WL-MA0144-02: Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a ao ❑o 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" l:lULN(;LAS-% LN i'lt " 0 0KN N T..nW At..,U.(m" Dow. April 29, 2002 Our cominum0 program of orodua imdffi—em makcs smil,aws. design and orodun detail surllecl to change wiUMut notKl. r A(JYI van �.✓�v✓�, a MaSonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: f , 0 y OJU ;. COP=WL�MA01,45=02'r._ 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 with 2 Sidelites Maximum unit size = 12V 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: a oa o 00 as ao as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ❑ M M 11 ° C� ao ao as ao ao oa 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raff /�R 4KC EE.1 • .� ...1- r. m <.1 'It 1' D(>C)Iti I�IIII N<:l •\ti\ Lf+lR, DO Nw.-T.adM E4a.N••EnvY Dow. PR6L! �':'(.✓/...✓.:,,, p April29,2002 Masonite International Corporation ON comnumq Dropram or p,00,a employ ment makes SpNd.Cll,onS. des,Dn an0 Dloducl Oclni saDirn to cmanpe wnnom nmac. oxxo I a I Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as an 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: z' 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 E�C'� 1114i,M;LA.I.S LN I NI 011-1 no...T..-1-ni—E.,De April 29. 2002 Our c0"-- Q pram- of pr00uG1 ✓n prwv .l mates SptCioUlq^s. design and omduct devil suoiect to cilanee wiihoul nol.ce. Fclw�rery bum Masonite International Corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: r O 5 3� o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0' x 8V 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: Dom] oa ao 822 Series 1/2 GLASS: a as -404 Series 108 Series Oak raft AR EW I�II41LNr:L A..\ti l: r+rN 1'{UVVN} Noni .ex.drMNau EnvrOmn Aprit 29. 2002 Om com.—.1c "'Oo ^, or product -D,0vemrnl m0xes specdiOl,Ons. design dm ww0 cl delad subject 10 CnanQe wdnow nol,ce. [.<I�,i.ely Lain El Masonite International Corporation XX i t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001, Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AFC 4 EK" 1I., III.IA.1S Lr�INI I)11.)H\ Nw�T..w.<f.ewrlau Envr Ooo•. April 29. 2002 our cominv, g program of D'ooutl imDro,emenl makes soecilicalans, design ano oloouc, Eelad suol[cl to change wdooul nonce n Ov<�•.Y 0<or. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. COP M-MA0148.02 ' 8'0" F"IBERCLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0" x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 822 Series 1/2 GLASS: 0 a 00 404 Series 108 Series Oak raft AR k EK"PREMf..,�....,. ruuveru.:�<s Oa'Z A111.129.2002 Masonite International Corporation Ow comin�mp p.oQ. n a ocs.gn and monuo oe�,n s�oica w cnangc -- ncn- _ XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: RPM COP..-M-MA0148g02 8'0" FIBERGLASS DOORS 1 0 - 300 Series 171-1 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 i EK'� E.rr�.:..r. r.em Na..t..wnEfAr(wu Envr Oxon PREMf�' :'e`.'(r✓/.-/..,. �j�� t:ltl LNc:IAS\ I: N'1 N)Ul)()NC April2g 2002 m Ov. r Oao.. Masonite International Corporation Our commuirp Propom of Produtl-provement makes sbecdrcal—S. desiv and Product detaN Subject to cNng' w0..' .0"C'. IL OX0 Glazed Inswing Unit APPROVED ARRANGEMENT: ,COP-WL-MA0149.02�.,_ 8'0" FIBERGLASS DOORS 1ti O O 4 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9.0" x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tar 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: 00 404 Series DIn 00 822 Series a 108 Series Oa4 AR 1 EW - •d E.<I� L .A.C.61-A.\\ 1,1'i'Xl"`1— S MRAnCa„E•u�Daw+ ❑ / ^ April 29.2002 Masonite International Corporation Our cornlm"To ofo-ro of prpa,a -Drovenlenl rnakeS SDec hW—S. G-9-1 and Dfaduct delail SubKcl to abarlee wdboul AM-. • •_ kCOP.>>-WL-MA0149.024a Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Ns 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EW E.elv,i�elr lrnm FiIJCXGLASS ENTItY OOOKS N TuuM FL.ra4" Envy 0— April 29. 2002 Masonite International Corporation Our continuing Dmgram 01 Dro0ucl improvement makes SDecilicalions. design and DFoduci Ovid Su01ec1 to change wiihoul n01ice. OXXO Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size -12.0" x 87 Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: as 404 Series as oa 822 Series a 108 Series Oak raff AR k EK" I.am 1:11tC.61ISS LN-1'Ny 001>1t.s 1—U.—E-0..il.uE•w10— PREMD ?".(.,�u�/i,.. .+ 0•..1 a 0.— April 29. 2002 Masonite International Corporation ON c0minumg D107am 01 Drodua -9,0,erhenl males s0eciliOGom, des,gn and Droduci delad sublK110 Change wdhoul Po Ke. t O^/\O Glazed Inswing Unit COP WL-MA01,50-02µ 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: U - 40 810 Series 300 Series APPROVED SIDELITE STYLES: o 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). M ** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O.ak raft _ AR' EK" l;10LN(;LA%S LI'N'r '`Onn Nor.-T.—d f. to E—y D. April 29. 2002 Ow conlrnurnQ program of "'00. l ✓?Dr """ maaeS SOttilicalans. OeSipn and oro0ucl detail Suoltc110 coanee wil0oul .01�(e Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: sz h O 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 00 C30 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 UU M 0 ° 0 00 00 00 00 o0 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' EK'� E.eIu,1 ely I.am 1 `•.L ¢Lnn Tc.�ur<.1 IIICKGL.k\.\ LlIH\11110-S Non-1a.wrN f4e.alaaa E-1 D-11 (RE ,�Vl? a �I�GYI✓V �r.1�.�i. � . VV n, Ou• y Os=ra ApIiI29.2002 Masonite International Corporation Ou. [Onllnu.ng 01-1— Of Dlodu .ngl0vtment make, s0ecai j[ nS. design and OIOdvCI 0e1a�1 So01ecl 10 mange wdn0ul n—e XX Glazed Outswing Unit COP WL-MA0162-02 _.,. FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r. 3 a 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). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak, raff AR 1 EEC" 1,1 C. N(;LISSL 1K% VO—S - —T.— 1-,Env, Dour April 29. 2002 0., oononoino poorann Ut oroduG1 nnorovemenl makes soe d.CatWns. des,on and orodW 614d 1^10 io cnanoe -not not"' [.rrur.. ery r.oT Masonite International Corporation • ^^ Glazed Outswing Unit 8"0" 1F"IBERCLASS DOORS APPROVED ARRANGEMENT: �1.7ir-i'. 4„ dY t m` Q p Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0- x ST 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-MAO012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MAOOO2-02. APPROVED DOOR STYLES: 1/4 GLASS: as as 822 Series 1/2 GLASS: a oa 404 Series O ak raft AFC' EK`� w..od. ra n 'f<•Iurc.l LIOLRGLASS LN rK%* DOORS Fbn-T..— En 0— April 29. 2002 Ow Cpnlmumg p.pp.am UI p(00ua nlp.pvtmenl mates SpEUIKalronS. OOSgn and 0100u0 0 W iuO,W 10 mange wO W M- EJ 108 Series E •a1u F.relr Irom m 0•• ♦ Oao.. Masonite International Corporation j W" IV . ,. L OPTIONAL ssa GLASS OR M —0-a) AVALASUE F�iilxlw , ;Fmrlr*l ll—Rll—Rl llw 191"l. -- 3 A (51 INTERMEDIATE STILES FOR 16' MOE DOOR. ATTYYACIIm W/ TOG-L-LOC (TOP 11 BO AND. tIREiTW1E AOFIESNE (ALONG ) /III1 \ \ 1 I I I \\, �\,III III,\� \IIIIII\\ 71mll 1 FIM11 I 2 I REVISIONS ): DESCRIPTION an (1) WAS (2) FOR TRACT( SOLT HORIZONTAL I TO DOOR DOOR SYSTEM IN (TOP. BOTTOM h CENTER). ,VIEW "8' 'T� 13 Gl GALV. STEEL FUG BRACKET. EAGI FA51ro 70 JM1B w1N (3) S/18'x1-5l-S/e" Wo00 UG SCREWS. LISTED HIM' DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION ¢ DOOR VIEW 'C X HEOHf 7' a 2' GALV. STEEL TRACK,I F O MIN. TRAGIC THICKNESS:.060. 8 -LOOK QA TYP. 2-1/2'x12 GAL GALV. STEEL TRICK BRACKET. (DOM SIDES) (4) TRACK BRACKETS PER SIDE. TWO POINT LOCK" L • M IIIR TOP BRACKET REPORT#9606C "°�ZONf� 3' x 20 GA U-BIAS MIJBI r` �U-EARS IN A 2-1-2-1 n'A' NFArIW��M PATTERN (LE. TWO U-BARS' ON BOTTOM SECTION. ONE U-BIAS ON RENT ._ SECTION. ETC.) /14x5/8" SHEET METAL SCREWS u C I `-LOGTION OF OPTIONAL VENTS A OPTIONAL OUTSIDE KEYED LACK POSITION - 1 MAX. DOOR MOM - I6'-0' 9��' V 1/a' 1/t' SFlF WCIOF NATKWc TAPP SCREWS. NOTE 1. �afa. .1wR ATTA(]IMFM If mil' 14 lR C_N� I11ATE HMIGF MEW 'a DOORS UP TO 7'-0' HIGH CONSIST OF ((4) SECTIONS (SHOWN . FRONT FRAME WITH U.V. 1/WASHER REWIRED. LAC SCREWS MAY BE I OOOUNTERSUNK OOIXtS OVER 7'-0. NNRI CONSST of (s) SmiKNIS COATING ON OUTSIDE SURFACE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING STOP MOULDING BY DOOR INSTALLER (TO SUIT) SURFACE HORIZONTAL JAMBS DO NOT TPAHSFER LOAD. 2x8 YELLOW PINE JAAB 20 GA. MIN. GAI.V. STEEL END STILE O ] 2 THICK 1 BSMS SS OR O N.� IO Sr'.RFw 20 GA, GALv. STEEL INTER. STILE i WINDOW L__ MOLDED INSIDE / SECTION R-B 12 GA. GALV. STEEL TRACK / LITE RETAINER - BRACKETS FASTENED TO WOOD �MMBJ 25 CA MIN. STEEL /6x3/4' PAN HEAD SCREW SKIN COATED WITH G-40 MIN. (10 SCREWS PER LITE) 3 8 x1 $LFEYE AAICFIORS ON 21 CENTERS (C-90 WITH ONE S/IB"x1-3/B' —LAG SQ2EW GALVANIZING. BAKED -ON PRIMER. BLOCJ() OR 2a' CENTERS (2.000 PS Mw. CONgtEIE) OR PER TRACK BRACKET. �ACATEOP POLYTO ESTER SNAP LATCH ENGAGES P/.-:.. T SCREWS 17). WASHERS �1�2 CDEDps (2.000 F/IASTF2IER CRONE PER ROUE) la GA. GALv. sTETL our) SIDES OF STEEL SKIN. 12 Cl GALV. STEEL TOP ONTO VERTICAL TRICK.SLEEVE ANCHORS. 1' O.D. MN. WASHER REWIRED FASTEN To INTER. SIRES W 4) . ROLLER BRACKET. EACH ONE SLAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK 2' GA.V. STEEL TRACK FASTENED TO 14 GA CAW. STEEL. R011Eft H W m BRACKET ATTACHED w/(4) INTER. I EACH MOE OF DOOR. (BUT NOi REWIRED) TO PROVIDE A FLUSH 12 G.- GALV. STEEL TRACK BRACKETS. FASTENED TO END SIRES EACH W/l•) /1{x5/B' SHEET MEVL 5 . ilaa5/B' SHEET METK Yg1HTINC SIftFACE HOPo20NfI1 JAN85 00 NOT TRACK ATTACHED TO FICH BRACKET 14x5 8 SHEET MEUL SCREWS AND SHIP LAP JOINTS. $CREWS. - TRANSFER LOAD. WITH ONE 1/4'x5/8' BOLT Q NUT {) I a"x3/{" SE1F TAPPWG SCREWS PER END HINGE. OR TWO 1/4" OlA RIVETS. OUTSIDE KEYED HANDLE END 2' DA. SHORT STEM, 10 SAL STEEL ROLLER. la GA. GE, STEEL END END MIDGE. EACH STILE STILE AIAy SECnOmJ�i lBED4N MARK WESIE#484 P.E. FASTENW TO ENO INTER. PREPARATION OF JAMBS BY OTHERS. SECTION C-C FLORIDA P.E. /48495 STILES W/(4) !1{x5/e' INSIDE IW/DlE STILE NORTH cALOIu+A PE /z383z SHEET METAL SCREWS 3' TALL U-BAR S (4) 1/4'x3/4' SELF TNJTSIOE KFYFn LOCK LOCK BAR 20 GA. GALV. SrUl MIN.ILD STRENGTH: 50 KM TAPPING SCREWS' P ATE ONENGAGES NOTE 2 THE DESIGN OF IHE SUPPORTING. SIRUCNRIL ELEMENTS DESIGN LOADS: +24.0 PSF & -24.5 PSF OUTSIDE EACH SIDE SHALL BE THE RESPONSIBRm OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF 8: -37.0 PSF 1� 3 3' TAIL + 20 GA CALV. STEEL U-BARS ENO SLOE BOLT HANDLE OF DOOR. RECORD FOR THE 13UILDM OR STRUCTURE AND IN ACCOROANCE - W A 2-1-2-1 PATTERN (LE. TWO U-BARS STILE LOCH ENGAGES THISWITH DRAWLCURRENT BIxEDING CODES FOR THE LOADS LISTED ON NG.A �xu PART NO.: ON BOTTOM SECTION, ONE U-BAR ON NEXT INTO VERTICAL T SECTON ETC.). ETCH U-flVi ATTACF/m TRACK. ONE MOTKE 1 WITH 1/a'a3/4' SELF TAPPING SCREWS LOCK ON KEYEDLOCKGonfNAntbl/Progblary xlonm0on U^Ims Slafad Othanriaa 312 w0410(A SUile 202 PER STILE LOCATION. EACH SIDE « CLOPAY WADING PRODUCTS CO. TOLERANCES Ora IDEAL CIRCInTIOII OH 4S2O2 O DOOR. IN Aaxie aed —Y aot Td. Na. I-�13-381-1800 a s.cws.a .0 t.03 WA®Oom mwn- Fax W. 1-513-762-3519 LOCK S IOF MOLT made avPi > dia40atM SECTION A (SIDEVIEW) dOwut N prlar <maanl FaAxx b .00 t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD 13 Gl GALV. STEEL BOTTOM BRACKET. f a� ^'aY r""It i^ .000 = i.00S ATTACHED WITH (2) /14x5/8' SHEET METAL SCREWS. ? ,,,,`„ nw,IU,p ,; „gin° .0000 i.00I DRAWN BY: BRIM DATE: 4/18/0o SCALE: NTS DWG. R AUJUNUM ExTR1ISION � JL Degrees = t1/2' CHECKED BY: MWW GATE: 4/18/00 SHEET 1 OF 1 SIZE JJ Y k VINYL WEATHERSTRIP. Third Angle _ Unlesa staled ONerWise / Projection DIMENSIONS ME IN OUCHES. DWG. NO.: 102138 REV. NO_ 1 ij MODEL" 6RST (25 GA STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKINS LISTED OPTIONAL DSB CLASS OR i /8' ACRYLIC UTES AVAILABLE (SEE SECTION B-B) ATTACHED W (1) INTERMEDIATE STILE TO(1)ILOG [[TOP & BOT 20 GA MIN. ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOG SYSTEM AND URETHAN ADHESIVE (AL.ONC CENTE(� r• A TOP, BOTTOM & CENTER). REPORT#9606C I 25 GA MIN. GALV./ y LOCK POSITION (BOTH SIDES) TED STEEL N WITH A BAKED S ON PRIMER III III " TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP C DESAPPLIED TO BOTH OF STEEL SKIN. r ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE OPTIONAL I ,_ y A LOCK ON M VENT EACH SIDE OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. MAX. DOOR WIDTH 9'0' INSIDE SLIDE o BOLT %14x5/8' SHEET METAL SCREWS JOCK OPTION NOTE 1. DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST Of (SS SECTIONS (NOT SHOWN). L I1 REVISIONS REV. NO.1 ZONE: I DATE: I ECN NO.1 APPVD: I DESCRIPTION 1 1 A4 1 11/00 1 - I MINN I QTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY 20 GA. GALV. STEEL DOOR INSTALLER (TO SUIT) D -d 3' L� T 13 GA GALV. STEEL FLAG BRACKET. IB GA. CAM STEEL TOPROLLER EACH FASTENED 70 WOOD JAMB WITH BRACKET ATTACHED w/(3) BRACKET. EACH I eRACK (3) 5/16'x1-5/8' WOOD LAG SCREWS. /14x5/8' SHEET METAL NQM DOUBLE TRACK SCREWS. to TRACK CONFIGURATION LOW HEADROOM IS -SUP LAP aollTrs. Gy x AVAILABLE AS AN OPTION DOOR 14 GA. cALv. SrEn. o END HINGE ETCH p HEIGHT 6 —6 70 FASTENED TO END STUES w/(4) IT 2' GALV. STEEL TRACK, 7 -0 76 MIN. TRACK THICKNESS: I� LEif' �) T (� 1%4�x3/{' SELF � 1• .060' _ 1 8 —0 88 TAPPING SCREWS.' 0 z TYP. 2-1/2'x12 GA GALV. STEEL TRACK BRACKET. 3' TALI x 20 GA. DALV, STEEL U STEEL Z. (4) TRACK BRACKETS PER SIDE. CTIwE EACH- PER SECTION. 1/ EACH SELF ATTACHED w Two t/4'x3/4' SELF rAPPWc ao SCREWS PER mLE LOCATION. LHft TOP BRACKET DTORAUCBI -HORIZONTAL FRONT FRAME COATING ON WITH U.V. OUTSIDE SURFACE DOUBLE TRACK 13 GA. GALV. STEEI. BOTTOM LOW HEADROOM OPTION O O VERTICAL JAMB ATTACHMENT WOOD FRAME BUILDINGS): RRAfXEi. ATUCIIED WITH Two n r> 1/4'x3/4' SELF 1/2'z3' I.AG SCREWS ON 24T CENTERS. 1' O.D. MIN. I/4x5/8 SHEET METAL SCREWS. ' 1 , 1 I OPTIONAL 10 SCREW TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUM EXTRUSION SSB GLASS OR WINDOW UTE 14 CA END HINGES 18 GA. INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & VINYL WEATHERSTRIP. 1/8' ACRYLIC UTE SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION B-B 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 - 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4' DIA. RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT r- 20 GA MIN. GALV. STEEL END STILE SECTION A -A (SIDE VIEW) i8x3/4' PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR MOLDED INSIDE (10 SCREWS PER UTE) END 2 000 PSI MIN. GONGRETE GOLUMN)� STILE 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 STILE 20 GA. GALV. STEEL INTER. PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVEANCHORS, O.D. MIN. WASHERS REQUIRED WITHHT ANCHORS MAY BE COUNTERSUNK INTER. STILE NOT R (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 CA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) 1 114x5/8' SHEET METAL SCREWS 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) 14x5/8" SHEET METAL SCREWS AND 4) 1/4'x3/4' SELF TAPPING SCREWS PER END HINGE. ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION PREPARATION OF JAM `2' DIA. SHORT STEM, 10 BALL STEEL ROLLER. UN.- St.t.r ad Oth.H.. B BY OTH R � JAMB CONFGURATION / a c .Y �/UUednc PR0011CT5 e0. TOLERANCES. - SECTION C-C h ,a.ta..a h•N^ m. ..r ..t .0 = f.03 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS /r 11pd' °1OA°M•• °f �•t^^'^i° .00 t.0,5 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE �ry 1a +"ue�� .000 t.005 MARK WESTERFIELD, P.E. / b„e r- y,•,a,°,,,. .0000 a t.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON L: C)7_ °nq Degrees t 1/7 FLORIDA P.E. 48495 Third Angle _ THIS OR.L:WINC. � 4 "// i'1/" NORTH CAROLINA P.E. 123832 C Projection W%ENSIONS AtedREt IN INCHE r OUTSIDE HANDLE OUTSIDE LOCK BAR LOCKING LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DESIGN LOADS: +25.0 P.S.F. &-32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. awmua m.rrws AAE mx. w ewe Aram v4 Loevsl. PART NO.: - A Tl 7 T7' All W,d„d U 4d. 1MD DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG.R CHECKED BY: MWW DATE: 4/18/00 SHEET I OF 1 SIZE L DWG. NO.: 102137 REV. NO. 1 4 1 3 T' 2 ^r(,asu-r. 1 y'\1'Ti! '�... i .—.I, '`ORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: Permitting Office: City, State: �A►J�p W>, .Gl a"}o� Permit Number: Owner: D.P , Jurisdiction Number: Climate Zone: Central I. 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 a worst case? No _ 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. Glass area & type _ a. Clear - single pane 207.0 112 _ 13. Heating systems b. Clear - double pane 0.0 ft2 a. Electric Heat Pump Cap: 36.0 kBtu/hr a Tintloll et SHGC - single pane _ 0.0 ft2 _ _ HSPF: 7.65 _ d. * int/o�her SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) It _ 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, It. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, t70.0 It _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 ���� Total base points: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: :>J_ 1 Nlz DATE: -02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT:"_�Le DATE: 41-,;-3 k3 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge@ (Version: FLRCSB v3.2) `FORM 60OA-2001 SUMMER CALCULATIONS 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®/FIaRES'2001 FLRCSB v3.2 -FORM 60OA-2001 SUMMER CALCULATIONS -� Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 34989.3 1.000 (1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugelm 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 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 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 7979.2 1.000 (1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 -FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: , 19 PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS ,. BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 1 11759 4229 10495 26482 0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 -FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT#: I 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. (j RA-77 OTHFR PRFSCRIPTIVF MFASIIRFS (must be met er exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools 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 DISPLAY CARD ESTIMATED ENERGY O. O. 8. The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/oler SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 1 _ SEER:12.05 _ 4 _ b. N/A _ No 1732 ft' c. N/A 207.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr 0.0 ft' _ HSPF: 7.65 0.0 ft' b. N/A _ R=0.0, 202.0(p) ft _ a N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=3.0, 1224.0 ftZ _ EF: 0.86 R=11.0, 56.0 ft' _ b. N/A _ R=11.0, 328.0 W _ a Conservation credits _ (HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 ft' _ 15. HVAC credits PT, (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 170.0 It _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:_V__e11_(e Date: 0-e5(o3 Address of New Home: �,�,�- C"0tnpN_F_ Ctp(LE� City/FL Zip: �Ats 1 , �(r 5aIV, ST41 *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 EPADOE EnergyStarTmdesignation), ti your home may qualms for energy efficiency mortgage (EEA1) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfsec. 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 By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 (407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: j 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 Area (sq.ft.) Volume (cu.ft.) Air Changes/Hour Equivalent CFM Simplified Average 0 HEATING COOLING 1732 1732 13856 13856 0.8 0.4 185 93 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 Ref. 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 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE 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: VI 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 l Procedure A - Winter Infiltration HTM Calculation* l . 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 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6 516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* l : Summer Infiltration CFM 0. 4 AC/HR x 13 8 5 6 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD = 990 Btuh Sensible Load for Structure (Line 19) + 22883 Btuh Sum of Ventilation and Structure Loads = 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible + 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. = 1496 Btuh Internal Loads = 230 x 6 No. People + 1380 Btuh Infiltration Load From Procedure C + 2769 Btuh Equipment Sizing Load - Latent = 5645 Btuh *Construction Quality is: a No. of Fireplaces is: 0 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 n 1 1nol� I Nameol�Room Entire House BR 4 FAM LAUNDRY 2 Running Ft. Exposed Wall I 202. 0 Ft. I 29. 0 Ft. 41.0 Ft. 7. 0 Ft. 1 Room Dimensions, Pt. 0.0 t. 13.5 x 12. 0 Ft. 20. 0 x 20. 0 Ft. 7.0 x 9. 0 Ft 4 Ceiings, Ft Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Midi Area Bash Area Btuh Area Btnh EXPOSURE NO. Htg I Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 #*## #*## 232 #### #*** 112 *+## ###k 0 #### k### Exposed b 12C 2.9 1.9 56 **** *«## 0 #«## ###« 56 «#+k #### 0 «#«# +#«# Walls and c 13C 3.2 1.2 328 **** **** 0 «*** *'*' 152 **** '**' 56 Partitions d 0.0 0.0 0 **** **** 0 **** **** 0 **** **** 0 e 0.0 0.0 0 *t## i##t 0 ###t t##k 0 #### #i## 0 #### tk## f 0.0 0.0 0 kR## tikR 0 #### k#k# 0 ##kt #t#i 0 #### #kRk 6 Windows and a 1C 37.0 '* 153 5655 ***' 23 850 ***' 23 850 ***` 0 0 **** Glass Doors b 8C 37.0 '« 54 1996 *'** 0 0 '**' 0 0 **" 0 0 ***' Heating c 9A 29.9 ** 0 0 **** 0 0 **** 0 0 **** 0 0 d 0.0 «« 0 0 **** 0 0 **** 0 0 ***' 0 0 '*** f 0.0 «* 0 0 ***« 0 0 **** 0 0 '*** 0 0 **`* 7 Windows and North 22.0 19 **** 429 0 **«' 0 0 **** 0 0 **** 0 Glass Doors NE/NW 91.0 96 ««** 1886 23 **** 993 23 **** 943 0 "** 0 Cooling E/W 0.0 0 *`*# 0 0 tti« 0 0 #*## 0 0 ##++ 0 SE/SW 49.0 142 '*** 6934 0 **** 0 0 ***' 0 0 **** 0 South 0.0 0 **** 0 0 t#t# 0 0 ##«t 0 p +### 0 Horz 0. 01 0 0 #*** 0 0 ##** 0 0 ittR 0 8 Other doors a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 26S 179 b I 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 38 120 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 Il Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 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 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Btuh Loss=6+8..+11+12 **** 26742 «**• **** 3003 «**' **** 4831 **** ***« 1152 *`•* 14 Duct BtuhLoss 10/ 2674 «**« 10/ 300 «*** 10/ 483 **** 10°/ 115 *'** 15 Total Btuh Loss= 13+14 «*** 29416 *«** •**« 3304 ***' **** 5314 **** «'** 1267 **** 16 Int. Gains: People « 300 6 ***« 1800 0 **** 0 4 ***• 1200 0 *«*« 0 Appl. a. 1200 2 **** 1800 0 **** 0 0 **«` 0 1 **** 600 17 Subtol RSH Gain=7+8..+12+16 **«* *«** 20803 s«** **** 1706 **** «*«* 3900 s### «**« 1090 18 Duct BttlllGain 10% ***• 2080 10% *«** 171 10% **** 390 10% «*** 110 19 Total RSH Gain=(17+18)*PLF 1.00 «*'* 22883 1.00 **'* 1876 1.00 ***' 4290 1.00 ««*' 1208 0 CFMAir Required **** 1200 1200 **** 1 135 98 **** 1 217 225 **** 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 I Name ofRoorn BR 2 BR 3 M/BR M/BTH ? 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 10.0 x 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 Btuh Area Bhlh .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 t««t tikt 0 tttt tttt 0 «i«t t##t 0 tXtX ktXt Walls and c 13C 3.2 1.2 120 **+* tXtk 0 t#«« #ttt 0 kttt «t«« 0 Partitions d 0.0 0.0 0 t#tt tttt 0 it«« ««#i 0 tttt #«#« 0 e 0.0 0.0 0 X#tX «tt# 0 tktt ##t= 0 Xwtw tik« 0 tk«t tkk# f 0.0 0.0 0 #«wX iw#R O tttk «kk« 0 #=#t t#4i 0 iwtt ttit 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 «_ 0 0 :www 0 0 ikii 0 0 =__= 0 0 =__# d 0.0 tt 0 0 k#== 0 0 «=k= 0 0 wwt= 0 0 «i+i e 0.0. _= 0 0 =__= 0 0 k==w 0 0 =__« 0 0 wwww f 0.0 Xt 0 0 iXXX 0 0 t#XX 0 0 tt«« 0 0 tXi# 7 Windows and North 22.0 2 **** 44 2 **** 44 4 '+** 89 2 '*+« 35 Glass Doors NE/NW 41.0 0 **" 0 0 **** 0 0 ***« 0 0 *'+' 0 Cooling E/W 0.0 0+"' 0 0 tttX 0 0 #««# 0 0 at«« 0 SE/SW 49.0 14 «'** 685 14 +«kt 685 28 **** 1370 8 "«' 413 South 0.0 0'*kt 0 0 tttk 0 0 «#«# 0 0 «t«« 0 Horz 0.0 0 t##« 0 01 0 0 ttt« 0 0 t#Xt 0 8 Other doors a l OD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 1OD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net 1.1T8O197 88 72 177 79 224 552 247 70 172 77 Exposed MC2 1.90 0 0 0 0 0 0 0 0 0 0 I,Valls and 1.2 378 140 0 0 0 0 0 0 0 0 0 ;: Aitions 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 2.2 156 265 347 165 280 367 221 375 492 150 254 334 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 �b� 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 10i 266 75 13 Subtot Btuh Loss=6+8..+11+12 *'.** 2556 ***« **«' 1759 +**+ '*«« 3790 **'* **+* 1322 *+** 14 Duct Btuh Loss 10/ 256 **** 100/ 176 ««*' 10/1 379 *"« 10/ 132 *'** 15 Total Mob Loss= 13+14 ***+ 2812 **** #Xtk 1935 **«+ **#* 4169 ««** *«** 1454 "** 16 Int.Gains: People@ 300 0 '**' 0 0 **«* 0 1 *+*' 300 0 **++ 0 Appl. n 1200 0 ««** 0 0 **** 0 0 **'* 0 0 ***+ 0 17 Subtot RSH Gain=7+8..+12+16 ***+ **'« 1425 **** **«* 1296 **«« **** 2737 *'** «*'* 933 18 Duct BhthGain 10°/ **** 192 10/ *"* 130 10% **** 274 10% +'** 93 19 Total RSH Gain=(17+18)*PLF 1.00 '*** 1567 1. 00 ***« 1425 1.00 ***« 3011 1.00 **** 1027 ( 20 I CFM Air Required I **** I 1151 821 '*** I 791 751 ***' I 1701 1581 **** I 591 59 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16%99 Name of Room BTH KICTHEN DINING 2 q3I Running Ft. Exposed Wall I 0.0 Ft. ( 31 . 0 Ft. 14 . 0 Ft. Ft. Room Dimensions, Ft. 9.0 .e 10.0 Ft. 16.0 x 14.0 Ft. 14. 0 x 18 . 0 Ft. x Ft. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTi\4 Area Btuh Area Btuh Area Btuh Area Mull EXPOSURE NO. Htg Clg Length Htg Cl, Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 0 #s## #i## 248 «### ii## 112 Exposed b 12C 2.9 1.9 0 '*•• "•* 0 **** **** 0 Walls and c 13C 3.2 1.2 0 «+ii #### 0 »k## is.i 0 Partitions d 0.0 0.0 0 Litt «+«t 0 #»#» }#}s 0 #»#R *#*# +ts« t#++ e 0.0 0. 0.0 0 0 »+#+ #ktt 0 #«+« *«t* p **#t t##+ is«# *«tt f D 0. 0 ttt« }kk* 0 #ti# ttt+ 0 tkti «itt t#tt itit 6 Windows and a 1C 37.0 ** 0 0 **** 10 370 a**• 23 150 **** ***• Glass Doors b 8C 37. 0 ** 0 0 **** 54 1996 **** 0 0 **** ••'* Heating c 9A 29.9 " 0 0 *"' 0 0 **** 0 0 k»R» +ss} d 0.0 +# 0 0 ++++ 0 0 ssss 0 0 sR«R «»s« f 0.0 ** 0 0 *'*' 0 0 srtt 0 0 istt #xis 7 Windows and North 22.0 0 '**' 0 7 **'* 153 3 **** 69 "** Glass Doors NE/NW 41.0 0 **** 0 0 **** 0 0 *"* 0 **** Cooling E/W 0.0 0 ss«# 0 0 ti+i 0 0 R#+» 0 s«#s SE/SW 49.0 0 ***r 0 57 **** 2795 20 *'** 985 •*" South 0.0 0 »t»# 0 0 ss»t 0 0 *»*s 0 ««t: Horz 0.0 0 »#s» 0 0 »»k» 0 0+«k* 0 «+»# 8 Other doors a l OD 14 ..7 9.9 0 0 0 0 0 0 0 0 0 b 1OD 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 411 203 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 31 809 0 19 363 0 0.0 0.0 0 0 0 0 0 0 0 0 0 jb� c 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 Bath Loss=6+8..+11+12 '*** 153 **** '*•* 5704 a•** **** 2471 14 Duct Btuh Loss 10"/ 15 '*** 10/ 570 a*** lOG 247 15 Total Btuh Loss = 13+14 **** 168 •»## ***+ 6275 '#»} **** 2718 16 Int. Gains: People rr 300 0 ***' 0 0 *'*' 0 1 r*** 300 ***' Appl. a 1200 0 t}Rt 0 1 rt#} 1200 0 st«t 0 t«+• 17 Subtot RSH Gain=7+8. +12+16 a*** a**• 200 **•* **** 5328 **** ***' 2180 18 Duct Btuh Gain 100/( **** 20 10% •'** 533 10% *'"* 218 % '*** 19 Total RSH Gain=(17+I8)*PLF 1..00 •'** 220 1.00 *"** 5861 1.00 **rt 2398 **** I20I CFM Air Required I •" I 71 121 *•*• I 2561 3071 **** I Ill 1261 *'*' 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: 1732 . bld 11 / 16/ 98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R 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 ." t . —.1 3" bath d— w/Jan caP ,cat.: l/tt"— l b- Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r-6 insulation value. ` -N Q(D v — C; E = O s� O O -2 2 � g ti r CO z m o C', to O Y Q 0 C� tOy "�r O q� �V Rating o } m W •• Z >_ Z W � 5 J a I-- J O CO 5 a Q lr m 0-J (n 0 0 r �� MiTek QD February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954} 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I3041.476 thru I3041496 lob Builder DR1732D D.R. HORTON Location :BAKERS CROSSING, LOT County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. Total : 21 drawings. 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) 2 1. Truss drawing. 2) Truss Index. February 1.7, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses included=21 0,"\DR1732D\a.tre" 13041476 1,"1DR1732D\a1.tre" 13041477 2,'9DR1732D\all.tre" 13041478 3,"\DR1732D\a13.tre" 13041479 4,"\DR1732D\a15.tre" 13041480 5,"\DR17320\a17.tre" 13041481 6'"\DR1732D\a19.tre" 13041482 7,'1DR1732D\a2.tre" 13041483 8,"\DR1732D\a7.tre" 13041484 9,"\DR1732D\a9.tre" 13041485 10,"\DR1732D\ag1.tre" 13041486 1 1,"\DR1 732D\ag2.tre" 13041487 12,"\DR1732D\bg.tre" 13041488 13,"\DR1732D\cg.tre" 13041489 14,'1DR1732D\j.tre" 13041490 15,"\DR1732D\j2.tre" 13041491 16,"\DR1732D*Are" 13041492 17,"\DR1732D\I.tre" 13041493 18,"\DR1732D\m.tre" 13041494 19,"\DR1732D\s.tre" 13041495 20,'1DR1732D\s1.tre" 1 3041496 * . No. 4.5161 : 'k Y "; 4TATE OF �' ,Q s: �rC It, '�0�j��.dr� �Ve�T'f March 22, 2002 ®WARNING - Verw design parameters and READ NOTES oNTms 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 tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing SpecHicatlon, and HIS-91 NTeke Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, W153719. rr 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. '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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c2 c� Q WEBS J5 0 0 Q U O a _ 0 U 1 a c8 c7 ce 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. 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 IN! 0 MiTek@1 PANEL TM 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 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,079 GANG -NAIL ® HYOKO,A/R Job russ russ Type ty Ply H RT N 13041476 DR1732D A ROOF TRUSS 12 1 (optional) A U- PAN- H, L N W , MI ek Industries, nc. 4. 01 1 s Aug i ek Industries, Inc. Fri Mar 14:1 Page 1 j-0 p 7-1-3 13-6-10 20-0-0 1 26-5-6 32-10-13 1 40-0-0 41-0;0 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:70. 5x6 = 5.00 jT£ 5 5x6 o� 5x6 4 6 2x4 2x4 ei 3 7 2 8 f 9 ?I Ia 0 0 3x8 - 14 13 12 1110 3x8 = 3x4 = 3x6 = 3xe = 3x4 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): [ :0-4- -1- 1,[4: - - 1,[ -0,0- -01,[ :0-4-2, -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1. Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=224(load case 4) Max Uplift2=-984(load case 4), 8=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3712, 3-4=-3344, 4-5=-2353, 5-6=-2353, 6-7=-3344, 7-8=-3712, 8-9=14 BOT CHORD 2-14=3394, 13-14=2825, 12-13=2825, 11-12=2825, 10-11 =2825, 8-10=3394 WEBS 3-14=-409, 4-14=535, 4-12=-865, 5-12=1329, 6-12=-865, 6-10=535, 7-10=-409 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. j;" j�'4'` LOAD CASE(S) Standard �.• `�� t No, 4.5161 �; STATE OF •'`� +oRI �• •�L March 22,2002 ®WARMNO - Vsr41y design pammetem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss C== 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 bfbcing 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'Onofrio 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 I/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca ca O WEBS J5 Cr o 0- 0 �- a ce a c' BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek ® HYDRO -AIR TM ANEL 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 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. Truss Truss ype ty Ply R H RT N 13041477 F�A�U-2[PAN-T Al ROOF TRUSS 1 1 (optional) W D, FL, Miek Industries, Inc. 4.201 SR1 s Aug 20 2001 mitemitek Industries, Inc. Fri Mar 22 14:1 Page 1 13-3-12 -0 4-10-0 9-0-0 13-2-0 11 20-0-0 1 26-5-6 32-10-13 1 40-0-0 41-0-0 c le = 1-0-0 4-10-0 4-2-0 4-2-0 0-1 1:72.4-12 6-8-4 6-5-6 6-5-6 7-1-3 -�-0 5x6 = 5.00 12 6 5x6 C 3x4 5 7 5x8 4 2x4 2x4 = 8 3 2 9 10� m 031 15 Iao 0 6x8 = o 6 6xlo 14 13 12 11 3x8 = 2.50 F12 5x6 = 3.8 = 3x6 = 3x4 = 6-11-0 13-2-0 20-0-0 30-7-7 , 40-0-0_ 6-11-0 6-3-0 6-10-0 10-7-7 9-4-9 Plate Offsets (X,Y): [ :0-5- ,Ed el,[4:0- -1 - - 1, 7: - -0, - - 1,-4-2,0-1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.51 14 >926 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.94 Vert(TL) .0.89 11-13 >531 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.35 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed. 6-7 2 X 4 SYP No.21), 7-10 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* WEBS 1 Row at midpt 4-14, 5-13, 7-13 2-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 = 223(load case 4) Max Uplift2 = -983(load case 4), 9=-983(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-6791, 3-4=-6695, 4-5=-3133, 5-6=-2353, 6-7=-2353, 7-8=-3439, 8-9=-3734, 9-10= 14 BOT CHORD 2-15=6270, 14-15=4382, 13-14=2879, 12-13=2814, 11-12=2814, 9-11 =3414 WEBS 3-15=43, 4-15=2970, 4-14=-1871, 5-14=481, 5-13=-921, 6-13=1322, 7-13=-851, 7-11 =612, 8-11 =-383 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The 1lpi )j`,� lumber DOL increase is 1.33, and the plate grip increase is 1.33 r]�,J 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer �,.....•..,�• �/�_ should verify capacity of bearing surface. ' �f• 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 983 Ib uplift at joint 2 and •'�` 983 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. * 6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. N0, 451E1 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. ; t e �► STATE OF ': LOAD CASE(S) Standard NAL March 22,2002 AWARNINO - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE IJSE. ®® 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 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 Installinq and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. F-,= Symbols PLATE LOCATION AND ORIENTATION 1'i4 * 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. 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 73 WEBS J5 a ocr _ o O sti U t— a C8 c7 Cb 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 LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTeko TM `PANEL CLIP HYDROAIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job russ Truss I ype ty Ply H RT N 13041478 DR1732D All ROOF TRUSS 1 1 (optional) A --U--SPAN-T LONGWOOD, FL, MI ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Fri Mar 22 14:1 Page 1 -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 F1£ 2x4 2x4 3 8 _ 2 9 to — all ht o d Oil 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3x4 = 3x6 = 3x8 = 3x8 = 1 1-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets (X,Y): [ -4- -1- 1, [4:0- - -41, [5:0-3-0, - - , [7: - - ,0- -41, [ -4- -1- 1, 14: - - ,Ed el LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-134(load case 5) Max Uplift 2=-1082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. �j1+►,....... LOAD CASE(S) Standard * No.45161 ST'ATl E OF : ��J •Y March 22,2002 ®WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®_ Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent IoNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiectlon and bracing, consult CST•88 Quality Standard, DS1111•89 Bracing Spectflcatlon, and HIB-91 M iTek® Handling InstalllnA and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. 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. *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 Cz C3 ir 0 WEBS IJ5 0 0 Cr U O a CH 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 MiTek® ® HYDRO -AIR OMM 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 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. 11 • Job russ Truss type ty Ply D H RT N 13041479 DR1732D A13 ROOF TRUSS 1 1 (optional) A U P - H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Fri Mar 22 14:1 Page -1-0-p 6-9-14 13-0-0 17-8-0 22-4-0 1 27-0-0 33-2-2 1 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 = 3x4 = 3x4 = 5x6 - 4 5 6 7 5.00 12 3x4 3x4 3 8 7 2 9 1 10; 6 0 3x8 = 17 16 15 14 13 12 11 3x8 = 2x4 II 3x6 - 3x4 = 3x8 - 20 II 3x8 = 3x6 = 6-9-14 13-0-0 20-0-0 , 27-0-0 , 33-2-2 ,_ 40-0-0 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets (X,Y): [ -4- -1- 1,[4: -3-0, - -41, 7:-3-0,0- -41, -4-2, -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.76 Vert(LL) 0.35 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/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(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10=14 BOT CHORD 2-17=3483, 16-17=3483, 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11 =3483 WEBS 3-17=128, 3-16=-640, 4-16=807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12 =-640, 8-11 =128 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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 1065 lb uplift at joint 2 and �y 896 lb uplift at joint 9. lQi 13��� 5) This truss has been designed with ANSI/TPI 1-1995 criteria. .....•... 6) Truss Engineer: Junaidie Budiman, PEJ145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ��lVia 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. '�•'�L �.•' LOAD CASE(S) Standard %• No.45161 '�. STATE OF March 22,2002 ®WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. o_ Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to beCEMMEM 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 IN 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 GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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, ,/48„ Y8 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. 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�1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca 73 WEBS J5 0 0 O a ce a cs 00 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 MiTeko ® 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 I/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, , 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss ruse type ty Ply R H RT N 13041480 DR1732D A15 ROOF TRUSS 1 1 (optional) A U AN- L N W D, t o Industries, Inc. 4.201 1 s Aug 1 i e Industries, Inc. Fri Mar 14:1 Page 1 -1-0-0 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 FTT 3x4 = 5x6 = 4 5 6 5x6 5x6 3 7 2 8 _ 1 9 aI Iv 0 0 3x8 = 13 12 11 10 3x8 = 2x4 II 5x8 - 5x8 - 2x4 II 7-9-14 15-0-0 25-0-0 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate ffsets KY): [2:0-4-2, -1- 1, [ -41, [4: - -0, - -41, [ :0- - ,0- -41, [7: - - -41, [ -4- ,0-1- 1, [11: - - -01, [1 - - -3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Veft(LL) 0.29 12 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >725 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-174(load case 5) Max Uplift2=-1045(load case 4), 8=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3712, 3-4=-2926, 4-5=-2706, 5-6=-2706, 6-7=-2926, 7-8=-3712, 8-9=14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11 =3395, 8-10=3399 WEBS 3-13=147, 3-12=-767, 4-12=677, 5-12=-231, 5-11 =-231, 6-11 =677, 7-11 =-767, 7-10=147 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 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. It 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. r �� 136 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t 7) THIS !�`� L7 DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOADCASE(S) Standard..�`Q"ci(r�L�gr�7,S;1 STATE OF ANAL March 22,2002 ®WARNING - VerM design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ®soni �ffil Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building, designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the AWAW responsibility of the erector. Additional permanent brmcing of the overall structure is the responsibility of the building designer. For general guidance INNEWRIENEEN regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI63719. 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 l . 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 ca other, J5 o WEBS cc3, 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 from outside edge of U o_ a �ti u at joint locations, truss and vertical web. d � a o 4. Unless otherwise noted, locate chordsplices at I/4 length(' 6" from c8 C, C6 panel adjacent joint.) BOTTOM CHORDS _ *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, , ® 15, Care should be exercised in handling, PANEL TM erection and installation of trusses, ©1993 Mitek Holdings, Inc. CLIP FORM018,019 G'° G -L ® HYOROI:/RO Job Truss Truss Type ty Ply D R H RT N 13041481 DR1732D A17 ROOF TRUSS 1 1 (optional) ' A U- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 200tu'rek Industries, Inc. Fri Mar 22 14:15:29 2002 Page 1 -j-0-,0 6-1-3 1 11-6-10 1 17-0-0 23-0-0 28-5-6 33-10-13 1 40-0-0 41-0-0 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:71.4 5x6 5x8 — 5.00 Fi2 5 6 3x4 5r 3x4 z 4 7 5x6 i 5x6 7 3 8 2 9 1 101; o d 3x8 = 16 15 14 13 12 11 3x8 -- 3x4 = 3x6 = 3x8 = 3.4 = 3x6 = 3x4 = 8-9-14 1 17-0-0 1 23-0-0 1 31-2-2 , 40-0-0 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets KY): [ :0-4,2,0-1- 1,[-3-0,0-3-01,[5:0-3- ,0-2-41,[6:0-5-12, - - 1, [ 1, [ :0-4- ,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.79 Vert(LL) 0.29 14 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 - n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing". WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=194(load case 4) Max Uplift2=-1023(load case 4), 9=-951(load case 5) . FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3806, 3-4=-3512, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7=8=-3512, 8-9=-3806, 9-10=14 SOT CHORD 2-16=3475, 15-16=3028, 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11 =3475 WEBS 3-16=-316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11 =438, 8-11 =-316 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSl95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard No. 4 5161 1. i s, STATE OF r OR I'Dit QNA1. March 22,2002 ®WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �® O 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. Appllooblllty 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 fabrloatlon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. I 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 dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING g nA Indicates location of joints at which bearings (supports) occur. os FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 oN7NJ5rOCr av O r- a U c 7 ca r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 ANEL TM CLIP GANG -NAIL ® HYDROAIR is 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 4 ar Job Truss Truss ype ty Ply R HORTON 13041482 DR1732D A19 ROOF TRUSS 1 1 (optional) A U- PAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Fri Mar 22 14:1 Page 1 -1-0-p 6-9-3 12-10-10 19-0-0 21-0-0, 27-1-6 1 33-2-13 40-0-0 41-0-0 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 1:71.3 5x6 = 5x6 = 5 6 5.00 12 3x4 i 3x4 4 7 5x6 o� _ 5x6 m 3 8 of 2 9 1 10� cI Iv 0 6 3x8 = 15 14 13 _ 12 it. 3x8 = 5x6 = 5x6 = 3x4 = 3x4 = 3x6 = 9-9-14 1 19-0-0 21-0-0 30-2-2 , 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets (X,Y): [2:0-4-2,0-1- ), [ -0, - - 1, [5:0- - ,0-2-41, [ :0-3-0, -2-41, [ -3-0 , [9:0-4-2, -1- 1, [14; - - - - 1, [15: -1-1 ,0- -41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 Ib 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 1 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ib/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2=214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-15=3523, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-15=-408, 4-15=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i C3 1lQ� 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard Ufa, 4 5161 lb -a', �• _ STATE OF aN i.`"' March. 22,2002 ®WARNING- VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTe k® Handling Instailinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrto Drive, Madison, WI53719. r Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 *For 4 x 2 orientation, locate � plates 1/8" from outside edge of o truss and vertical web. 0 *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 BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke O PANETM L CLIP FORM018,019 G NG-AIL® N HY®R®4/R �� - -• •-cam 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. } 4 Truss Truss ype ty Ply D R H RT N 13041483 F1732D A2 ROOF TRUSS 2 1 (optional) PAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 2 01 Mire Industries, Inc. n Mar 22 14:15: -0 Page 1 1-0-p 7-2-8 1 13-9-0 1 20-0-0 j 1-6-Q 27-5-6 33-4-13 1 40-0-0 41-0 ;0 1-0-0 7-2-8 6-6-8 6-3-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 Scale = 1:71. 5x6 = " 5 3x4 II - 5.00 r1T 6 3x4 4 3x4 4 7 5x6 5x6 zzz 3 17 16 6x8 = 15 8 8x — 6x6 = cb 2 9 10- �1 19 � 0 5x12 = o 3x6 = _ 18 14 13 12 11 3x6 = 2.50 FTT 2x4 11 2x4 II 5x8 = 2x4 II 13-4-0 8-2-0 6-11-0 13-9-0 1 19-0-0 , 21-6-0 27-5-6 33-4-13 40-0-0 6-11-0 6-10-0 5-3-0 2-6-0 5-11-6 5-11-6 6-7-3 Plate Offsets (X,Y): [3:0-1-12,0-3-01, [ :0-3-0,0- -01, [12:0-4- - -01, [15:0- -1 ,0-3-81, [16:0- -0, -4-41, [17:0-7-0,0-4-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LU. 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.20 2-19 >999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.04 16 ' n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 237 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-16 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 687/0-8-0, 16 = 2437/0-4-0, 9 = 821 /0-8-0 Max Horz 2 = 223(Ioad case 4) Max Uplift2=-415(load case 4), 16=-1061(load case 4), 9=-645(load case 5) Max Grav 2=693(load case 6), 16=2437(load case 1), 9=986(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1483, 3-4=29, 4-5=1883, 5-6=964, 6-7=882, 7-8=-487, 8-9=-1226, 9-10=29 BOT CHORD 2-19=1308, 18-19=-22, 16-17=-122, 1-5-16=-1059, 13-15=102, 6-15=-104, 13-14=0, 12-13=3, 11 -12 = 1035, 9-11 = 1040 WEBS 3-19=-364, 5-16=-2080, 12-15=474, 7-15=-1114, 7-12=131, 8-12=-738, 8-11 =151, 5-15=574, 17-18=53, 4-17=428, 3-17=-1298, 17-19=1517, 4-16=-1548 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 'lpi 13 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 2, 1061 lb 645 lb 9. uplift at joint 16 and uplift at joint 5) This truss has been designed ANSI/TPI 1-1995 with criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. * ' No. 4.5161 LOAD CASE(S) Standard • 4 �;�•• �TA T EQF •.=t.. 4L March 22,2002 ®WARNING - Ver Vy design pamnwters and READ NOTES ON TBTS AND RE VERSE 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 boded vertically. Applicability of design parameters and proper Incorporation.of component is responsibility of building designer - not truss _ designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brlacing 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 Spectficatlon, and HIB-91 iTek® Handling Installina and Bracing keaommendatton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 Cr ocr _ o O CL O s� U ~ a ce c7 cb FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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 M1 MiTeko TM PANEL CLIP ® HYOR®v®/ROO Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or . preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply DR HORT N DR1732D A7 ROOF TRUSS T 2 13041484 (optional) A U- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 1 s Aug 20 2001 MiTek Industries, Inc. Fri Mar 22 14:15: 1 2002 Page 1 -1-0-p 3-9-14 , 7-0-0 1 12-3-7 1 17-5-2 1 22-6714 27-8-9, 33-0-0 36-2-2 40-0-0 41-0;0 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale = 1:71.3 N17.5 MII16 = 9x17.5 MII16 = 4x6 = 7x8 = 4x8 = 2x4 11 5.00 12 4 19 20 5 21 22 28 24 25 726 27 28 8 29 30 9 2x4 2x4 i 3 10 M 2 _ 111 12; all O O 3x8 = 18 31 32 17 33 34 356 36 37 158 39 40 14 41 42 13 3x8 = 3x4 = 5x6 = 3x8 = 2x4 II 6x10 = 3x4 = 7-0-0 12-3-7 1 17-5-2 22-6-14 1 27-8-9 1 33-0-0 1 40-0-0 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 Plate Offsets KY): [2:0-4-2,0-1- 1, [4: - -1 -3-51, [6:0-4-0,0-4- 1, [9:0- -1 - -51, [11: -4- -1- ), [14:0-5-0,Ed e], [17: - -1 -3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL)- 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TQ -1.01 15-16 >467 MI116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP N0.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2=-3822(load case 4), 11=-3710(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18 = 7724' 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17-33=12016, 33-34 = 12016' 34-35=12016, 16-35=12016, 16-36=13795, 36-37=13795, 15-37=13795, 15-38=13795, 38-39=13795, 39-40 = 13795, 14-40=13795, 14-41 =8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lQi [] lumber DOL increase is 1.33, and the plate grip increase is 1.33 , 3) Provide adequate drainage to prevent water ponding. .•'P�l["1C,,�;� 4) All are M1120 unless otherwise indicated. ' f•t plates plates �•'�yC� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and 3710 lb uplift at joint 11. ;• 6) This truss has been designed with ANSI/TPI 1-1995 criteria. No. 4:5161 7) 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. '� -3 03•AT F Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. �. 10 R Sys, l] rrrA. `wa�s�'. �• *li Le March 22,2002 ®WARNING - VerVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. ® ® Design vaild for use only with Mliek connectors. This designis 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 - hot truss -- designer. Bracing shown is for Iateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 �'���® Handling Installing and Bracing Rocommondattan 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-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension 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 cs ca WEBS J5 Er0 0 U O O sti U � a ce c7 cs FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® ® HYDRO-A/R TM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions_ shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply DR H RT N DR1732D A7 ROOF TRUSS 1 2 13041484 (o tionap A U PAN TH, L N WO D, FL,. MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Fri Mar 22 14:1 1 2002 Page NOTES (9) 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.51b down and 305.1lb up at 13-0-12, 159.51b down and 305.1lb up at 1.5-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b dawn and 305.11b up at 19-0-12, 159.51b down and 305.11b up at 20-11-4, 159.51b down and 305.11b up at 22-11-4, 159.5Ib down and 305.1lb up at 24-11-4, 159.51b down and 305.1Ib up at 26-114, 159.51b down and 305.1lb up at 28-11-4, and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.11b up at 33-0-0 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.0Ib down at 9-0-12, 46.0Ib down at 11-0-12, 46.0Ib down at 13-0-12, 46.0Ib down at 15-0-12, 46.0Ib down at 17-0-12, 46.0Ib down at 19-0-12, 46.0Ib down at 20-11-4, 46.0Ib down at 22-11-4, 46.Olb down at 24-11-4, 46.0Ib down at 26-11-4, 46.0Ib down at. 28-11-4, and 46.0Ib down at 30-11-4, and 625.1lb down and 577.61b up at .32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159,5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 *_l)E f;3���,�_ •: ' No.45161 403TATE OF �Naf. March 22,2002 ®WARMNO - Veft design parameters and READ NOTES ONTZHS AND REVERSE SIDE BEFORE USE. ®-® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of IndlvMual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer.. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, 0SB-89 Bracing Specification, and HIS-91 iTek® Handling Installinq and Bracing R000mmendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/. *Center plate on joint unless dimensions indicate'otherwise. Dimensions are in inche§: Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 O WEBS J5 Cr 0cc 0 U V 3 �� 3 0 O �y U r- a ce c7 Ck 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. 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® ® HYDRO -AIR TM ANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses; © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply D R HORT N 13041485 DR1732D A9 ROOF TRUSS 1 1 1001 (optional) ACC-U-SPAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 Mi Falk Industries, Inc. Fri Mar 22 14:15:32 2002 Page 1 -1-0-0 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 FTT 4 5 6 7 8 2x4 a- 2x4 o 3 9. 2 0 1 1 7 1 0 0 3x8 = 17 16 15 14 13 12 3x8 =. 3x8 = 4x6 = 3x4 = 3x4 = 4x6 - 3x8 - • 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets (X,Y): [2:0-4-2,0-1-81, [4: - - -2-41, [6:0-3- ,0- - 1, [ :0-3-0,0-2-41, [1-4-2,0-1-81, [1 - -O,Ed el LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP. TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift 2 = -1 096(load case 4), 10=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. Iy�f 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.,-Pembroke Pines, FL 33331. 1pi L3u�/ 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.,..••••••.. LOAD CASE(S) Standard No. 4 5161 S1'A1'1r aF OR L ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �m 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 i- regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing SpeSpecification. and HIB-91 ���„� Handling Installlnq and Bracing Rocommondation available from Truss ate Institute, Sa3 D'Onofrlo Drive, Madison, WI 53719. 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 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 M[Tek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 oCr _ o O U a ce c , cb Or BOTTOM CHORDS J1 JS J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek@ PANEL TM CLIP ® HYORO-A/R Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. , Job russ Truss I ype ty Ply DRH R N 13041486 DR1732D AG1 ROOF TRUSS 1 1 _ (optional) A U PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Fri Mar 22 2002 Page -1-0-p 6-11-0 20-0-0 31-6-9 27-5-6 1 33-4-13 1 40-0-0 41-010 1-0-0 6-11-0 13-1-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 Scale = 1:71. 5x6 = 5 3x4 II 5.00 riT 6 4x6 4 3x4 7 5x6 3 5x6 cc 3 16 1 5 8 x12 = 8x10 = 8x8 = 3 II 2 9 1 19 311 107 0 5x8 = o 3x6 = 1a 14 13 12 11 3x6 = 2.50 FTT 5x8 = 13-8-0 6-11-0 13-8-0 18-10-0 , 21-6-0 27-5-6 1 33-4-13 40-0-0 6-11-0 6-9-0 5-2-0 2-8-0 5-11-6 5-11-6 6-7-3 Plate Offsets (X,Y): [ - - 1, [ - - 1, [ - -0, - - 1, [1 :0-4- - - 1,[15:0-3-12,0-4-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.14 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.17 2-19 >934 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 18 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 307 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at micipt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 685/0-8-0, 18 = 500/0-8-0, 16=1809/0-8-0, 9 = 951 /0-8-0 Max Horz 2=2230oad case 4) Max Uplift2=-413(load case 4), 18=-427(load case 4), 16=-739(load case 5), 9=-630(load case 5) Max Grav 2=694(load case 6), 18=768(load case 6), 16=1809(load case 1), 9=957(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1472, 3-4=353, 4-5=987, 5-6=96, 6-7=-1411 7-8=-813, 8-9=-1544, 9-10=29 BOT CHORD 2-19=1299, 18-19=-11, 17-18=-439, 4-17=-171, 16-17=-325, 15-16=-380, 13-15=104, 6-15=-127, 13-14=0, 12-13=9, 11-12=1325, 9-11=1330 WEBS 3-19=-240, 17-19=1427, 3-17=-1559, 4-16=-512, 5-16=-1571, 5-15=826, 12-15=862, 7-15=-622, 7-12=-127, 8-12=-726, 8-11 =150 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 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 p f f 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 1lpi [3L7�� "Standard Gable End Detail" .......... 4) All are 2x4 M1120 unless otherwise indicated. 3 lF! ,�� plates 5) Gable studs spaced at 2-0-0 oc. ' �U�� �� C�`- 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building. designer should verify capacity of bearing surface. * 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 (b uplift at joint 2, 427 lb ;� No. 45161 uplift at joint 18, 739 lb uplift at joint 16 and 630 lb uplift at joint 9. "C1 8) This truss has been designed with ANSI/TPI 1-1995 criteria. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. �� STATE O� 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. �V � /aCed.. 40 LOAD CASE(S) Standard WAL March 22,2002 ®WARNING - Verify design parameters and READ NOTES ON TB7S AND RE VERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design is based only upon parameters shown, and 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 brarcing 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 HIR-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dim-ension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 c OCr o U3 ''' ; O O U � a ce a cc r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ANEL TM CLIP ® HYDRO -AIR O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �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. l 0 Job russ Truss I ype ty P y R H RT N 13041487 DR1732D AG2 ROOF TRUSS 1 1 (optional) LONGWOOD, FIL, Mi ek Industries, Inc. 4.201 SR11 s Aug 20 20-1 t ek Industries, Inc. Fri Mar 22 14:1 Page 1 1-0-0, 6-11-0 15-10-3 20-6-0 21-6-Q , 1-0-0 6-11-0 8-11-3 4-7-13 1-0-0 Scale = 1:40.0 4x8 II 6 3x4 II 5 7 8 14 0 6x8 = 2x4 11 3.4 = 4x6 5x6 � 2x4 J 4 x II 3 5.00 72 2x4 11 x 00 x II co V Q x4—1 2 2x4 11 512 x8 = vjl 2x4 I 2x4 11 0 2x4 II 3x4 = 2.50 12 2x4 11 6-11-0 13-8-0 18-10-0 20-6-0 , 6-11-0 6-9-0 5-2-0 1-8-0 Plate Offsets (X,Y): [3:0- - 1, [10:0- -1 -4- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.13 2-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.16 2-12 >986 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.07 11 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 128 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-10 2 X 6 SYP No.2ND WEBS 1 Row at midpt 10-12, 4-10 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=707/0-8-0, 11=912/0-8-0, 9=458/0-8-0 Max Horz 2=4080oad case 4) Max Uplift2=-3530oad case 4), 11=-575(load case 4), 9=-331(load case 5) Max Grav 2=707(load case 1), 11=912(load case 1), 9=470(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1568, 3-4=-1392, 4-5=40, 5-6=252, 6-7=277, 7-8=33 BOT CHORD 2-12=1388, 11-12=-10, 10-11 =-850, 5-10=-241, 9-10=81, 7-9=-205 WEBS 4-12=-265, 10-12=1510, 4-10=-1337, 6-10=-372, 6-9=-327 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 1pi 113�1�� 5) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer` should verify capacity of bearing surface.` ,••�lFrt �/- 61 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 2, 575 lb uplift at joint 11 and 331 lb uplift at joint 9. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. t. * 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. rio.4516# 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. 7 hSTATE OF t LOAD CASE(S) Standard + 16. March 22,2002 ®WARNING - VerW design parameters and READ NOTES OAT THIS AND REVERSE SIDE BEFORE USE. ® � Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot on Individual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br'acing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/1 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. �A„ '/e„ *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c� 0 WEBS cc 0Cr OIJ5 ace cr cb00 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. MiTeko - PANEL TM ® CLIP FOR M018,019 G"'"G-��� ® HYDRO -AIR 0 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses'. © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply R HORTON 13041488 DR1732D BG ROOF TRUSS 1 1 (optional) OD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 1 MI ek ndustries, Inc. Fri Mar 22 14:1 Page 1 1.1-0-01 5-8-6 i 10-9-0 15-9-10 1 21-6-0 z -6-0, r 1-0-0 5-8-6 5-0-10 5-0-10 5-8-6 1-0-0 Scale = 1:39.4 4x6 4 2x4 II 2x4 11 5.00 12 2x4 II 2x4 II 3x4 3x4 2x4 II 3 5 2x4 II 2x4 11 o 2x4 II x II x II 2 n6 1 7 [o 3x6 —_ 31 32 33 10 34 35 369 37 38 8 39 40 41 3x6 — 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 3x8 = 2x4 II 2x4 11 7x8 = 2x4 II 2x4 11 5-8-6 10-9-0 1 15-9-10 1 21-6-0 5-8-6 5-0-10 5-0-10 5-8-6 Plate Offsets (X,Y): [ -7- - -1 i, [ -7-5, - -1 1, [8:0-4- ,0-4- i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) 0.11 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.17 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-8 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS - 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1469/0-8-0, 6=1418/0-2-0 (input: 0-1-8) Max Horz 2=133(load case 4) Max Uplift2 =-821 (load case 4), 6=-666(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-2700, 3-4=-1875, 4-5=-1875, 5-6=-2769, 6-7=33 BOT CHORD 2-31 = 2407, 31-32 = 2407, 32-33 = 2407, 10-33 = 2407, 10-34 = 2407, 34-35 = 2407, 35-36 = 2407, 9-36 = 2407, 9-37 = 2488, 37-38 = 2488, 8-38 = 2488, 8-39 = 2488, 39-40 = 2488, 40-41 = 2488, 6-41 = 2488 WEBS 3-10=302, 3-9=-817, 4-9=1010, 5-9=-906, 5-8=312 NOTES (9) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) WARNING: Required bearing size at joint(s) 6 greater than input bearing size..• •'� ••-1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 2 and• 666 lb 6. •Cyr uplift at joint j 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 59.01b down and 28.81b up at 2-0-0, 66.61b * •� down and 46.51b up at 2-4-15, 66.61b down and 46.51b up at 4-4-15, 66.61b down and 46.51b up at 6-4-15, 66.61b N0, 4516 down and 46.51b up at 8-4-15, 66.61b down and 46.51b up at 10-4-15, 66.61b down and 46.51b up at 12-4-15, 66.61b „a down and 46.51b up at 14-4-15, 66.61b down and 46.51b up at 16-4-15, and 66.61b down and 46.51b up at 18-4-15, •, and 59.01b down and 28.81b up at 19-6-0 on bottom chord. Design for unspecified connection(s) is delegated to the uTATE OF Qit� building designer. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. • (Q EO� 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. •�e•r-rID.- �¢ IAL LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase= 1.33 March 22,2002 AWARMNO - Verbfy 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 veribally. 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, consult OST•88 Quality Standard, DSB-89 Bracing SpecHlcation, and HIS-91 MiTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 'A" *For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401�1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 cc o a �y O r- a O c8 cce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Im! @ MiTek® ® HYORO,A/R TM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job I russ truss Type ty Ply R HORTON DR1732D BG ROOF TRUSS 1 1 13041488 _ (optional) A U PAN- H, LONGWOOD, FL, Mi ek Industries,Inc. 4.201 SR1 s Aug 20 rres, Inc. Fri Mar 22 14:1 age LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-6 = -20.0 Concentrated Loads (Ib) Vert: 31 =-59.0 32=-66.6 33=-66.6 34=-66.6 35=-66.6 36=-66.6 37=-66.6 38=-66.6 39=-66.6 40=-66.6 41 =-59.0 !p No. 4 5161 i TATE OF �Nd+4L March 22,2002 ®WARNING - VerVy design parameters and READ NOTES ONTms AND REVERSE sME BEWORE USE. Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-BB Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installlnq 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 13�4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, Ye J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each ca �� other. o WEBS JS M 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate oz � a 3 Er joint and embed fully, Avoid knots and wane plates/a" from outside edge of c� �y o a _ at joint locations, truss and vertical web, o 4. Unless otherwise noted, locate chordsp laces at 1/4 length(+ 6" from I-Ja �, panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ® 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, nTM erection and installation of trusses, © 1993 Mitek Holdings, Inc. FORM018,019 �N�- � ® HYORO.AIR ® , , Job russ I russ I ype ty Ply D R H RT N 13041489 DR1732D CG ROOF TRUSS 1 1 (optional) A U- A -TH, LONGWOOD, FL, MiTek Industries, Inc. 1 SR1 s Aug 20 2001 MI Fek Industries, Inc. Fri Mar 22 14:1 age 1 -1-0-0 6-11-0 13-10-0 14-10-0, 1-0-0 6-11-0 6-11-0 1-0-0 Scale = 1:27.1 4x6 = 3 2x4 II 2x4 II 5.00 12 6 2 2x4 II 5x6 = 2x4 II 4 ll^� 5 la b 2.50 12 3x4 - 3x4 6-1 1-0 13-10-0_ 6-11-0 6-11-0 Plate Offsets (X,Y): 19:0-0- - - 1, [110:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.07 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.13 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.07 4 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=722/0-8-0, 4=722/0-8-0 Max Horz 2=-90(load case 5) Max Uplift 2 = -391 (load case 4), 4=-391(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1389, 3-4=-1389, 4-5=12 BOT CHORD 2-6 =1293, 4-6 =1293 WEBS 3-6=659 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. i �r 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and `Q L7 391 lb uplift at joint 4. ■• /',��yJ� 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. �• " 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.' �' * ' No, 4 5161 LOAD CASE(S) Standard 0-0 ;MATE OF �co� 6r■ Fit ANAL ®WARMNO - Verjfy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. ®—® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be .- Installed and loaded vertically. Applicability of design parameters and proper. Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty of the elector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST•88 Quality Standard, DSR-89 Bracing Specification, and HIB-91 MiTek Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. r ; r- Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. ,A„ 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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 0 WEBS 0 0 IJir U3'Er O Oce c7 CO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek° ANEL TM ® 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 �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 ty Ply R H RT N 13041490 DR1732D J ROOF TRUSS 14 1 (optional) I ek Industries,Inc. 1 1 s Aug 1 MrTek Industries, Inc. ri Mar 14:1 : Page 1 -1-0-0 7-0-0 1-0-0 7-0-0 g Scale = 1:16.7 5.00 (3 2 4 2x4 — 7-0-0 i 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2=221 (load case 5) Max Uplift3=-250(load case 5), 2=-168(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard S,n/ * : No. 4.5161 STATE OF �V OR �41VaL March 22,2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ss® Design valid toy 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 bt'bcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-H8 Quality Standard, DSR-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofylo 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 formal 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 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS ODIO orO aO ace c? BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFTTO 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 MiTek® ® HYDRO-All/R ANEL TM 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 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 russ Iruss lype Qty Ply D R HORTON 13041491 DR1732D J2 MONO TRUSS 9 1 (o tionap (o A U PAN- H, L N W L, Mi e Industries,Inc. 4. 1 s Aug 1 I Industries, Inc. Fri Mar 22 14:1 age 1 -1-0-0 2-0-0 1-0-0 2-0-0 2x4 n - Scale = 1:7. 3 5.00 rTT 2 2x4 - 1 4 2x4 II 2-0-0 2-0-0 Plate Offsets MY): [2:0-1- -1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 _ Lumber Increase 1.33 BC 0.01 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=166/0-1-8, 4=87/0-1-8 Max Horz 2=90(load case 4) Max Uplift2=-108(load case 4), 4=-61(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-0, 3-4=-68 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2 and 61 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. b f f� 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. 13 l�i �. ► LOAD CASE(S) Standard Y. Ala. 4 5161 .o' * •cc -A '; r` STATE aF ;.I 0 R �NaL March 22,2002 ®WARNING - VerW design paranwIlem and READ ]VOTES ON TM AND REVERSE SIDE BEFORE USE. ®�® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and k 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 HIS-91 M iTek® Handling Installlnq and Bracing Rocommondatlon 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, ,All YB„ *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 401�1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca WEBS J5 cr 0cr 0 O O a ce c7 cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O /� ANEL TM ® HYDRO -AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job I ruse I russ Type ty Ply R H N 13041492 DR1732D K ROOF TRUSS 4 1 (optional) A U- PAN , L N W MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi Fek Industries, Inc. Fri Mar 22 14:15:40 2002 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:13. 5.00 (-1F 2 t 4 2x4 - 5-0-0 r 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) list LC LL Min I/dell = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2=161(load case 5) Max Uplift3=-174(load case 5), 2=-152(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 101E�13 w 4C �. STATE OF • G, Z o R QNaL ��- March 22,2002 ®WARNING - Ver{fy design parameter+ and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brl3cing 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 M iTek® Handling Installing and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. r Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates, to both sides of truss and securely seat. 11 *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 c� o WEBS J5 M o _ 0 O O r— a ce c7 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 LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Q� a MiTek" TM 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 �14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. .$ Job russ Iruss Type ty Ply D R HORTON 13041493 DRT732D L ROOF TRUSS 4 1 (optional) A= PAN-TH, L N W L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 200b r ek Industnes, Inc. Fri Mar 22 14:1 :41 2002 Page 1 -1-0-0 3-0-0 1-0-0 3-0-0 3. Scale = 1:8.13 5.00 FT£ 2 t 4 2x4 — 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC ILL Min I/defl = 360 Weight: 11 Ib 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 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2 = 101(load case 5) Max Uplift3 = -97(load case 5), 2=-144(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p RDI * No, 45161 -�eon':% STATE OF QNf+4L March 22,2002 ®WARMING - Ver{ fy design parameters and READ NOTES ON TMS AND RE VERSO 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 brlacing 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 14I8-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �B securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 73 2, Cut members to bear tightly against each ca other. M WEBS J5 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate o h a ; Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of U o _ at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from 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 LOWEST JOINT 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. CAN FORM018,019 OANG-NAIL ® HYOR0,4IR® ,. z, a �� 7r Job Truss russ Type ty Ply D R HORTON 13041494 - DR1732D M ROOF TRUSS 8 1 (optional) A U- PAN- , L N W D, FL, Mi ek Industries, Inc. 4.201 SAT s Aug 20 2001 mirek Industries, Inc. Fri Mar 22 14:15:42age 1 -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/ANS195 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ob/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift3=-25(load case 5), 2=-138(load case 4) Max Grav 3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, They are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEti45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard NO N0. 4 51 f 1 ,t � '; STATE OF .° ;e.A' O R t4�'a'' L�� March 22,2002 ®WARNING - Verjjy design parameters and READ NOTES ON TITS 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, consult GST-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'Onofrio Drive, Madison, Wl53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property > 3/. '. plate on joint unless Damage or Personal Injury :,*Center dimensions indicate otherwise. Dimensions are in inches; Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against each ca 73 other, WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 a ; Q �' joint and embed fully, Avoid knots and wane plates/e"from outside edge of o_ a �y u at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords laces P at 1/4 length(+ 6" from �, 06 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® _ 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, ��® PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 r.ANr'-NAJL ® HY0R04/R® ' "�' i Job russ Iruss type ty ly RHORTON 13041495 DR1732D S ROOF TRUSS 2 1 * (optional) A U- PAN-TH, LONGWOOD, FL, MI ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek In ustries, Inc. Fri Mar 22 14:1 age 1 -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 FTT 3x4 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/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 41 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 5-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 189/Mechanical, 2=635/0-11-5, 5 = 398/Mechanical Max Horz 2=218(load case 2) Max Uplift4 = -243(load case 3), 2=-536(load case 2), 5=-354(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1100, 3-8=-1003, 3-9=-88, 4-9=44 BOT CHORD 2-10 =1002, 10-1 1 =1002, 7-11 =1002, 7-12 =1002, 6-12 =1002, 5-6 = 0 WEBS 3-7=187, 3-6=-1070 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 536 lb uplift at joint 2 and 354 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.0Ib up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. lVE Bii� ���'Cj(1 LOAD CASE(S) Standard �'�� l F j�Li•• qf!._ �J� ' ••'`� 1) Regular: Lumber Increase =1.33, Plate Increase = 1 .33 Uniform Loads (plf) Vert: 1-4=-74.0, 2-5=-20.0 * • NO, 45161 Concentrated Loads (lb) Vert: 8=10.19=-161.710=21.611=-12.112=-52.1S yk STATE OF o R Eoa'�` a�vaL A WARMNO - VeWy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss --- _ designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblilty of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Spectflcatlon, and HIR-91 M iTek® Handling Installlnp and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ,All Ye" *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 40,00 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS Ca C3 WEBS J5 0 0 CL U O O U a C8 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 LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM '': CLIPANEL GANG-wuL ® HYORO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. W , Iq A. Job Truss truss Type ty Ply D R HORTON 13041496 DR1732D S1 MONO TRUSS 2 1 (optional) LONGWOOD FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 001 MiTek Industries, Inc. Fri Mar 22 14:1 :44 0 age 1 -1-5-0 2-9-15 1-5-0 2-9-15 2x4 11 Scale = 1:7.3 3 3.54 12 2 m 0 3x6 = t 5 4 2x4 u 2-9-15 2-9-15 Plate Offsets (X,Y): (:0-1-1 -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.02 1 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC ILL Min I/defl = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=258/0-1-8, 4=79/0-1-8 Max Horz 2 = 91(load case 2) Max Uplift2=-195(load case 2), 4=-45(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-38, 3-4=-64 BOT CHORD 2-5=-0, 4-5=-0 NOTES (7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2 and 45 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1-5-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. flQi D�Q� 7) Truss Engineer: Junaidie Budiman, PEft45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. . ..... 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. � LOAD CASE(S) Standard •. 1) Regular: Lumber Increase = 1.33, Plate Increase=1.33 1"10.4 J161 Uniform Loads (plf) 7 Vert: 2-4=-20.0, 1-3=-74.0 Concentrated Loads (lb) • •i�T OF r Vert: 5=21.6 } Q ��oNaL March 22,2002 ®WARNDYO - VerVy design parameters and READ NOTES ON TIM AND RE VERSE SIDE BEFORE USE. o a mm 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 responslblllty of building designer -riot truss -1-4 designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bilacing 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 Installlnq 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 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. YB„ J2 J3 J4 owner and all other interested parties„ , 8 TOP CHORDS 2. Cut members to bear tightly against each a 73- other, WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate oz ,� ; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c� o _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from 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 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, 'PANEL TM CLIP erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 Q'NG-(NAIL ® HYORO,A/RO� I I M _ I �I I — M ! f L IL i � I f i S i II II �I I I I K K A9 9-q-0 BRG" ,f I 1 r } " A11 f ' I Al I 7.- ( .I A17— - -- - - A19 A 1 I A ! I I ' A I ' � f i A i I A A � I r ' 1 -0-0 FLAT I f I ;1 I I AZ VOL, CLG. AG2 B 1= - - — - - — - - I - - — C G — - - B_G A B - - - 1-6- 14-0-0 BRG, IN ENTRY J. -f A—Q—n ALL BEARING WALLS TO BE PLACED , _1 1 PLY HGR. I C TI (' E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS ' PRIOR TO SETTING TRUSSES.. I d. d 2 PLY HGR. �ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI 4 L- - — - - WALLS SHOWN ARE TO BE BEARING..— - J d 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1732F oa v, , DATE: 7-5-01 PITCH: LOAD: SHINGLES C C U SPAN CUSTOMER: D.R. HORTON 6ABRG: /H: 12" &� ?40A7-32�1-1 O BY: T.H JOB NAME: 1732 "F" ELEV. mix D- eLEv. BLOCK N dTL=:: D ANC F s p.►�,` `teas s