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HomeMy WebLinkAbout295 Clydesdale CirPERMIT ADDRESS CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBER _ PROPERTY OWNER ADDRESS 'I PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR I MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE j3 tyi t I d F-3 m • L-L4-1�JD u:;.�ir'ri . i-Hurl CITY DF SANFORD' ELECTRICAL. PERMIT APPLICATION Permit Number: 03 —2Z 7 Date: �� Oy i The under*109!eO hereby applies // fqr a����permit tq ipstall the following electrical: Owner's Name hb�Ta�•, _Z7 Address of Job, a5L LO+ ja F 1 /! , Electrical Contractor: bn 1 moo/ ,77 k vs,14e. 40 Residential 'Non -Residential: By Signing.this application I am stating that I am In compliance with City of Sanford Electrical code. n Applicant's Signature Slate License Number Z)-vj0 V-);JHM r KU111 t.CtO"ra • : �s •. ' �t.'r;'itv.+!rv�arcr.Y;f.�:, �.nu�•�y.ttt,.,n:, ".���. .. .. , CrrV OF SANFORD PERMIT APPLICATION Permit is : © 3 - ;, Job Address: ^ L Description of Work: �L Date: _ � 1 2-03 -lriistoriv-District: Zoning: Value of Work: S Permit Typc: Building, � Electrical '� Mechanical Plumbing Fire Sprinkler/Alarm Pool { Electrical: New Service - # of AMPS 15�4�00 Addition/Alteration Change of Scrvicc Temporhry Pole Mechanical; Residential Non -Residential Replacement New (Duct Layout & Energy CitIC. Required) Plumbing/ New Commercial: A of Fixtures # of Water & Sewer Lines # of Gas l,ineS _ Plumbing/New Residential: # of Water Closets- Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: _ Construction Type: # of Storiei: # of Dwelling Units: Glood zone: (FEMA tort) required for other, than X) Parfet #. (Attach Proo(of Ownership & tagal Description) ,` I tWY Q S r'O lI'd Owners Name & Address: -D-g,:-rn>(�V� r1(Cvl�l 7-9 Z Z _. Phnne: Contractor Name & Address: �e 2- a � � E, CjtJ % � � �`� •._C{ � titatc License Number � n`- C) C) � � Phone& Fax:�fC.>I-3- �- ? Contact Perron:_�YL�(.,i t e- Phunc: Donding Company: Nfortgage Lender: Address: Archilect/Engineer: Addmc $: -- -.- Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wonk or installation has convnenced prior io the issuance of a permit and that all work will be performed to meet standards of oil laws regulating construction in this jurisdiction, 1 undcrsrand shut a separaw permit must be, secured for ELECTRICAL WORK PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOILERS, HE•ATEFS, TANKS, and AIR CONDITIONERS, etc. Q FR'S AFFIDAVIT: I eertify that all of the foregoing information ii accuraw and that all work will be done in compliance with all applicoble Laws regulating consiniction 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 OK AN ATTORNEY BEFORE RECORDINO YOUR NOTICE OF COMMENCEMENT. NOTIC :In addition to the requirements of this permil. there tray he additional restrictions applicable to this property that rrny be found in the public mcords of this county, and there may be additional permits required fmm other governmental antics such as water management distracts, state agencies, or icdcrai agencies. Acceptance of permit is veritieation that I will notify the owner of the property of the requiremcn Flor Lie Law s 70. , ,',,, " J `o �v.. t' Signature of Owner/Agent - Uatc 'ignature of Contractor/Agent Ual< c._S , d.. % _.%___� .. a m o Print Owtmae ncr/Agent's Nanre Print Crrtor/Agent's N e 0 N.a Signawrc of Nutary_Srare of Florida Datu -Signature of No State oFF'lond:y Vu'•e o n o n�° C =AztCc B' w UU� N N iwner/)Gent is _ 1 ariunauy i nnwn to Me ur t, ontractnr/Agent is Vi•.rSnn3ily Known w Mc u, i'rutluCcA ill _ Produevi 11) Af'PLX'A1'I0' APPROVEL) 0y: Illdg:— -----• pp (I,tiUs& & i 1)atc) (Initial Date) (ln1I131 & I)'ate) (Ii Ii:,l S U3.c CITY OF SANFORD PERMIT APPLICATION t Z, �1�1, l' Permit #: Date: I Z 7 r Job Address: 2� l a K- �7 \ i ry,, v Z n7 f �!�, o��J IFS �p Cr Description of Work: `^ n-�,t n�� r e 1. e r Historic District: Zoning: Value of Work: S r ;:. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool ` Electrical: New Service — # of AMPS Addition/Altcration Change of Service Temporary Pole ' Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) t Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines ,l Plumbing/New Residential: # of Water Closets 3 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction 'Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address:C— ADVANTAGE PLUMBING, INC.. Phone: Contractor Name & Address: P.O. SOX 620027 OVIE C % _L.�f /40']�,36Ej_3444 -State License Number: Phone & Fax: Contact Personl/1- \ Gr Phone: —AMBonding Company: ANT C• Address: OVIEDQ, FI ORID+ 32762-0027 Mortgage Lender: (407) 366-3994 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. OWN ER'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 in the public records of this county,, and there may be additional permits required from other governmental entities such as water management t ' s; state aen cs, or federal agencies. Acceptance: of permit is verification that I will notify the owner of the property of the requirements londa J ��� Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Date Snature of Contractor/Agent Date 1 • C IM e.d1 ` C1+ tom, Print Contractor/Agent's Name Date Signature of Notary -State of Flori r, M' Da'cMARTHA Y. HALL x.' = MY COMMISSION # CC 87590 P� EXPIRES: February 1, 2004 �qf lfh Bonded Thru Notary Public underwriters Contractor/Agent isl\ /J Personal _ Produced ID ADVANTAGE ,LuWe, INC. Zoning: utilities: P.O. BOX $Q et'D: (Initial & Date) OVIE[YUKROMA ial & Date) (407) 366 ' \ COUNTY OF �1 IMPACT FEE STATEMENSEMINOLET `~ ISSUED BY CITY OF SWORD STATEMENT NUMBER 103-75629 DATE: J _r--T----- / BUILDING PERMITCITY) COUNTY MOMBER: .... ... .... _____ UNIT ADDRESS: ,�^ƒ�._ //�y~ -------------------------------------------- TRAFFIC ZONE: ' JURISDICTION: O6 MUREASEAR SEC: TWPo RN8: PARCEL: _______________ SUBDIVISION: ^ TRACT: _-_----- -_--_-_--- -'_--_-_-_-------_-- �/_ PLAT BOOK: PLAT BOOK PAGE: BLOCK: ------- r-- - ...... � -- --^--_-------- ADDRESSo APPLICANT NAMEn ADDRESS:! LAND USE USE CATEGORY: 001 - Single Family Detached House TYPE US[x Residential WORK DESCRIPTION: Single Family House: Detached - Construction _______________________________________________________ �EE BENEFIT RATE_FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE BIST SCHEDULE DESC. UNIT OF UNITS ----^------------------------------------------------------------- -------------- ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 105.0o ROADS -COLLECTORG 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 A 2,205.00 �? ' STATEMENT RECEIVED BY: (PLEASE PRINT HAME) ° DATE: �~ p/ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILUBE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY ' **NOTE** ` ' PERSONS ARE ADVISED THAT THIS IS A- STATEMENT OF FEES WHICH -� ARE DUE AND PAYABLE PRIOR TO ISSUAN[E OF A BUILDING PERMIT. � ] PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCuLATIONS OFTHE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REXUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCYOR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAWD DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BQILDIN8 PERMIT NUMBER AT THE TOP ***THIS STATEMENT lS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A**,�K *******************SINGLE FAMILY BUILDING PERMIT******************** _ - _7� f?T . :.�,x , , ..�. <._ti,G qr . ,:� :.,'t. igrr. i^r o-,v_y, ;*1. i � ;.t�'s'� ."`_ - --•r-... _ ----- -- -• - CITY OF SANFORD PERMIT APPLICATION Permit # : J Z-1Date: Job Address: l Description of Work: 7� Historic District: Zoning: Value of Work: $ ID Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempot°ary 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 1/ Commercial Industrial Total Square Footage:�"Z—T-�5a0b' Construction Type:yt CV,' # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: aLW� Phone: Contractor Name & Address: R cj:-Qo (1l Aoc) �7 ,�1,fq f (/� A�n*kt 2 b�Lld�t� t� 2>W2- State License Number- Phone C � � //��t, Phone & Fax: d VI(� �2� Contact Person: Phone: � 90 Bonding Company: �Q- Address: Mortgage Lender: K Address: Architect/Engineer: Phone: Address: I =) 32�1Fax:/-}�i — Application is hereby made to obtain a permit to do Eh wprk.and iSGkK n i rti y.thatno Wbtk or installation has commenced prior to the issuance of a permit and that all work will be perfort , .t©.�teet s ws e 1 tin c nstructton,ui.�ttiis jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, `4iy YIBING, ACES- f 0 RS, 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 otv�l Iwill notify the owner of the property of the requirements lorida Lien Law, FS 713. Signature of Owner/ADate Signature of Contractor/Agent Date Print 64M 's N to Print of vr r'..•r.-- PATRICIA COULTON N( NOTA Y PUBLIC SCATS OF FLORIDA ISO NO, A0134330 Owner/Agen is LOMW,S��ex'1't t?�A'�6,2006 Contractor/A-e Produce N�� Produced ID APPLICATION APPROVED BY: 131dQ f F 8 -2 - 7-011111g: Utilities: (Initial & Date) (Initial & Date) Special Conditions: Name - 111"L - PATRICIA COULTON %PUBLIC STATE OF FLORIDA ✓Ik/itc.Crr% r _ I-- D: (Initial & Date) (Initial & Date) 1111111111 it 1111111111111111111111111111111111111111111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT THIS INSTRUMENT PREPARED BY: Patricia L: Coulton D.R. Horton, Inc. I 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 SEMINOLE COUNTY BK 04986 PG 1257 CLERK'S # 2003152349 RECORDED 08/29/2003`12:03:42 PM RECORDING FEES 6.00 RECORDED BY G Harford' NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of propertyy: Lot(s) 10, 11, 46, 49, 51, and 84 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine Nationalprive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(t)(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(l)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.RYe�--.�Lawson, HortonInc 0 by:`G� ant Secretary (Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE L!. The foregoing instrument was acknowledged before me this day of � ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inca Tware Corporation, od behalf of the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid 1 t kignatUre ( FFICIALNOTARYSEAL 13ATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary Seal CEIRTIESED LOPV YANNE lYi'OWE AUK WMK of .c11 tIIT� G ffr UNTYe FP 0 ID9 CITY OF SANFOFOJ ENTIAL BUILDING PERMIT. SUBMITTAL gEQtJ�MENTSR REST ❑ I, Two (2) recent boundary and building location surveys cshowingtures setbacks fences) from all structures to property lines for permit for ❑ 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a. Foundation plan indicating foot sizes �e replacement. walls. Provide side view details of these footers with reinforcementP Cl b. Floor plan indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are 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. all wall sections to be used In the structure. Bearing ❑ d. Cross sections of non -bearing Inter and exterior. Show all components of wall section- 0 e, Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. ❑ f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. ❑ g Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h. Square footage table showing footages: �: S F Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patio(s) S.F. Conditioned structure Total (Gross Area) ❑ 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal Documents: ❑ a. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,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 anal 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- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (By Owner or Authorized Agent) Limited Power Of Attorney J I hearby name and appoint: Craig Coulton and r G2 each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and :play/t The Building Dept. of: "r� �v' For a residential permit for work to be performed at: Lot # : 14� i- 21- Subdivision_ - a)a kus cfoss,(�-q Address: Qgs Gc y��s17Ac a� u rzcx.I✓, And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this: Date: 8— - 6 S By: Richard B. Ladd ( Contractor ) Who is personally known to me. State of Flori a County of Or nge Notary Public Sig OFFICIAL N A PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MYCOMMLSSIONEXP. LY26,2006 Notary Seal C Q �TRQl.. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name 7)3 Ad dress`� L �oz City/State/Zip ��1 � '� 2 Phone & Email INSTALLATION ADDRESS: 50 U.1 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: Quarterly Payment Amount S'.4 `9 "'t 1- (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 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 51;000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVER`I 'I'-AE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date �-<tfstomer or-7�gent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, inform the Customer of: a, any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any -factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water.° under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY, DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, Iiquidated, 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. grees It Is the ity f All SENSITIVITY/PHYSICAL FACTORS: Customer understands consult 'aphysicianIf(necessary regardinglanyoaffectathe Property treatment guests, and/or other temporary or permanent occupants t P days prior 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 sensitivity and (2)lt is odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or con techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customeis contract and r understands that the general terms and conditions are hereby made partstomer understhatof hAll components The apply without exception. COMPONENTS 1, DOWELANCO OYN(Compon (Components) are will remain to property of DowElanco. The Customer hastandnorights to any of the of the SentriconSystem Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to the r use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination remises ttheeemeStattons and other Compex And onents contained thereianco or its n for appropriate disposition. retrieve to retrieve from the Customer's p 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* Systemof a. Apex will: (I)so notify the Customer; mnotez)Conv ntional Customer "liquid barrier" meths of odoftermite control r using a, different may not toffer t anreffectti e or discontinuing the relation p( not be fer R different means of controlling certain termite infestations of certain structures. In such evetp) p(3)if tthe Customer and (Apex (Parties) form of termite protection, and therefore may have to discontinue the relationshi , agree on use of a different form of termite relationship, or If Apex cannot offer an effective different form of term, give the CustOmeite protect ofor service paid for but not yet received;- )nf the Customer elects to discontinue t P refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retrleve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (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 bein structurally or otherwise changnt covers the Structure(s) ednor; (2) to any termitlelde being applied on orcloseto Prior to; on of Structure(s) g an tampering of baiting equipment or supplies the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) y p g g may occurs, the Customer will Immedlatel use tofyanyealteratiox in nnadditlon, org. Fallure thet�ucheev nt,x In rmay be provld diting of the sbytAp xatethe Customers Agreement, Additional expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex w111 exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT. 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 ail other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. vENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida, If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's iiability under this Agreement will be terminated if Apex Is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, stttkes, 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)tcrmite damage resulting from water leakage,, (2)termite damage resulting from masonry failure or grade alterations; (3)termite damage resulting from direct wood to soll contact; (4)furniture and contents; (S)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION, Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or 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 arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-slx) months from the Initial date of Installation, terminate this Agreement and 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 -inspection, 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 1 (one) year from Its effective date. After this Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within 30 (thirty) days of the transfer of the treated Property. 'Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St: 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221.2847 800-929-2847 888-764.2847 877-459.2847 I PLOD` PLAN DESCRIPTION: (AS FURNISHED) LOT 46, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PLS S89'17'34=E_ 1"=30' GRAPHIC SCALE 0 15 30 LOT 47 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' PREPARED FOR: D.R. HORTON TRACT A CLYDESDALE CIRCLE CENTERLINE OF 50' RIGHT OF WAY RIGHT OF WAY 501.18' - PC 234.88' I 266.30' 1 w� Nl0 a 50.00' ol Z: S89'17'34"E 0 aTO 10' LITILITY iASE&1i~NT °SS Li.) PROPOSED A/ O ('j FINIISH CD (V �' o FLOOR > ELEVATION=4'.6 �' '.. N O O d CV O o o o LOT 45 z 40.0' O —1n 40.0' PAT10P! i Jt .o I L_.—.—.—.—.—.—.—in n LOT 46 DRAINAGE TYPE B 5' ENVIRONMENTAL -mpmm I °2� N89'17'34"W I ------ I I LOT 30 I 50.00' I LOT 32 j LOT 31 I I LOT 46 CONTAINS 5,500 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 560 SO. FT, t TOTAL SOD 3153 SO. FT. t 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 TIME SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 46 AS BEING S89'17'34' E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM40131 EVISED DESCRIPTION 8-7-03 DRAWN BY: LOT PLAN 5-20-03 CKB/ BAKERS CROSSING PHASE I (PLAT BOOK 60, PAGES 27-29) IED LEGEND — - — - — - — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - - CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT CONCRETE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LD LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANCENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT 5/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB ' PB PLAT BOOK C CHORD LENGTH PCs PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBQ6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR • THE FIRM WILL IAM R. MU ATELL JR. PSM#492d DATE CERTIFICATE OF OCCUPANCY / COMPLETION - .....4 This is to certify that the building located at 295 CLYDESDALE CIR for which permit 03-00002740 has heretofore been issued on 9/03/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as W ` complies with all the building, plumbing, electr' al, zolning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No T)ATR APPROVAT. BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water ( Sewer Lines In I(L Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 1II�� �� �J�rKrv�at�5 �J Lights Storm Sewer Driveway Street Work PRRR PA M DATR APPRnVAT� DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 9/17/03 20.00 01-APPLCTN FEE -ELECTRIC 9/19/03 20.00 01-APPLCTN FEE -BUILDING 9/04/03 10.00 01-APPLCTN FEE -MECHANIC 10/31/03 10.00 01-APPLCTN FEE -PLUMBING 9/12/03 10.00 02-ENGNG DEVLPMT FEES 9/04/03 10.00 01-FIRE IMPACT - RESIDENT 9/04/03 59.27 01-LI13RARY IMPACT FEE 9/04/03 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 295 CLYDESDALE CIR for which permit 03-00002740 has heretofore been issued on 9/03/03 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 9/04/03 279.61 01-POLICE IMPACT - RESID 9/04/03 91.93 01-RADON GAS TAX FEE 9/04/03 13.92 01-ROAD IMPACT FEES 9/04/03 847.00 01-RECOVERY FD/CERT. PGM. 9/04/03 13.93 01-8CHOOL IMPACT FEE 9/04/03 1384.00 WD IMPACT:SINGLE FAMILY 9/04/03 650.00 SD IMPACT:SINGLE FAMILY 9/04/03 1700.00 I'D �"- �� rv-� V- I,),- � �v' lc�l OWNER BUILDING OFFICIAL / DATE h' a CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: \ —1�,o-yq PERMIT #:C)1- a � qb ADDRESS: CONTRACTOR: b, PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering b. �� r�Fire , A ]Public Works ❑Zoning -1Utilities ❑Licensing v` I 4�. CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 115 i0pT ego -= / UA /f CERTIFCATE OF OCCUPANCY W% �BDD REQUEST FOR FINAL INSPECTION �� n 88b **** SINGLE FAMILY RESIDENCE**** 'R DATE: \ - \8_y PERMIT #:C:�-, J T 83 ADDRESS: CONTRACTOR: PRONE #: a - 8 88 '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. °:i Engineering _ 0 Fire _ lf7ublic Workss �s ❑Zonin��g _i Utilities 1A v\ ( A - ❑Licensing ,n ( A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIN tA ****SINGLE FAMILY RESIDENCE****� DATE: - \lo-c��( sV�sj PERMIT #:(2) - a �V E , (� � • �� 0 {�J ��.7 C7 'Li ADDRESS: V� C\" 3 0 &C3 N Q ( V v CONTRACTOR: 01- CL = �, ,. . PHONE #: y `1- 8 a - �\ �88 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 % ,%t ! `v v h :]Fire Y1) k ❑Zoning n I A- `� ❑Licensing n CONDITIONS: (TO BE COMPLE+ED ONLY IF APPROVAL IS CONDITIONAL) 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. 295 CLYDESDLAE CIRCLE O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: Policv Number NAIC Number CITY STATE ZIP CODE SANFORD' FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 46, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.## or ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 - SEMINOLE FLORIDA B4. MAP AND PANEL 67. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4/17195 4117/95 X 24.6 B1 U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes E No Desi nation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* E Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes E No o a) Top of bottom floor (including basement or enclosure) 46. 5 ft.(m) co o b) Top of next higher floor 56.2 ft,(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 46. 0 ft.(m) � o o e) Lowest elevation of machinery and/or equipment W c servicing the building (Describe in a Comments area) 45.8 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 45.8 ft.(m) z' 2) o g) Highest adjacent (finished) grade (HAG) 46. 7 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, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 1PJt, n 1 CITY STATE ZIP CODE 320 E. SOUTHS TR ET, 180 J ORLANDO FL 32803 SiUNA u urtt�( UIRIt 1 /WJfil/ DATE 2 (407) 26- 979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A.. ; For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 295 CLYDESDALE CIRCLE CITY STATF ,, ZIP CODE Company NAIC Number SANFORD FL 32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4, If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft,(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4, The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY 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 FEMA4ssued or community4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4 G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY 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 DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions ..PLAT -OF SURVEY 'DESCRIPTION: (AS'FURNISHED) LOT 46, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS TRACT A STRUCTURE MEETS OR EXCEEDS THE CLYDESDALE CIRCLE THE REQUIREMENTS SET FORTH IN THE CENTERLINE OF CITY OF .SANFORD CODE CHAPTER 6, SEC. 6-7(A). 50' RIGHT OF WAY RIGHT OF WAY e� 501.18' C 234.88'-- 266.30' - w 1 1' - 30' GRAPHIC SCALE 0 15 30 LOT 47 Z: S89'17'34"E 50.00' WALK IS 1.6' OFF ': :,W.:•., WALK 1.6' OFF aj I 10' UT LITY EASEME (V ' :...CONCRETE :'.DRIVEWAY' 3'C/W` 2'z2' •�. 15.0' N -, N 19.7 L! 5.3 V! W TWO STORY O N CONCRETE BLOCK 0 (V N d WOOD FRAME RESIDENCE FINISH FLOOR ELEVATION=46.49 0 0 z 40.0' s.o' e.'cs::, aye ----------------- LOT 46 5.0' A3. 3 n �x v D ^ o � N 0 0 N O 0 00 LOT 45 V 5.0' Qs i 1n n ash N89'17'34"W LOT 30 1 50.00' 1 LOT 32 LOT 31 I . I I BAKERS CROSSING PHASE I (PLAT BOOK 60, PAGES 27-29) CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-8-04. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 46 AS BEING S89'17'34" E PER PLAT. (FIELD DATE: ) 9-11-03 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM40131 DRAWN BY: REVISED. FOUNDATION FINAL 1-8-04 CK8 REVISED DESCRIPTION 8-7-03 'LOT PLAN 5-20-03 CK8/ LEGEND BUILDING SETBACK LINE CENTERLINE - RIGHT OF WAY LINE 4 EXISTING ELEVATION OCONCRETE 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 ®SET 12- IRON ROD NO ID/(01/08/04) _ Q FND NAIL AND DISC LB #6393 (01/0 /04) 'FND 1/2"IRON ROD AND CAP -® LB #6393 (01/08/04) CNA CORNER NOT ACCESSIBLE n DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORI BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. i -lz-04 AMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER L8y6393 iwV �bTHE 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA Aii h 32801- (407) 426-7979 WKIZIAM R. M SCATELLO JR. PSMy4 28 DATE V_C 6 CITY OF SANFORD PERMIT APPLICATION Permit # ._ Job Address: Description of Work: Historic District: ------------ _. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool . Electrical: New Service — # of fjMPS Addition/Alteration Change of Service Temporbary Pole Mechanical,'. Residential Non -Residential Replacement New (Duct Layout & Energy CalEz Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wgter Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for o-fiac-e Wall x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: f+Z ) Phone: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Late License Number: Pno 32 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 contmeneed 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 ne in co liance with all applicable l w;: ref,itJating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF`CO7ENCE�M NTMAY RESULT i1\TY0T TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINONSU WITH YOUR LENDER OR- AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / n NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that 1 \till notify the owner of the property Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date O%kner/Agent is _ Personal]_ mown to Me or Produced ID APPLICA1ION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: s applicab jO pr erty tl�af be found in the P blic records of such { eme istri state agencies sir fcdel e.i agencies. en of nd ten Law S 713. 10131 103 Signature of Conrzctor/A� Date Robert �. pP (o L ss31 c-)3 Pnnt ontractor .��ent's Name Signature of No_ -%-State of Florida Date Contractor/As:-: s ` I'ersonah% Known to Me or Produce" (Initial & Date) FD: (Initial & Date) (Itrtial & Dat: MIRINDA C. TURNER W COMMISSION 4 DD212893 EXPRES:June 14,2007 Bonded Thru Notary Puuc underwriters • MIAMI-oADE MIANTI-DADE COUNi-Y. FLORI • METRO -DARE FLAGLER SUILDI r' BUILDING CODE COMPLIANCE OFF] MfTRo-DADS FLAGLEtt I)UILDI` .140 0 WI*V t:LAGLEIt S zr,.L7T, surlt: I MIAMi. FLORIDA 33130.1, PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305)37s Premdor Entry Systems <:ONTIL% Cott mcl:Nstvc slur 911 E. Jeferson, P.O. Box 76 (305)373•2527 FAX(30)375-: Pittsburgh ,KS 66762 WANTIL rolt XNFORCEINlr:w•r DIMS (305)375-2966V, (303)37S-: I'ttol)u(. r Coscritot. mvis (303) 373.2902 VWX (305) 3724 Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/E Inswing Gtazed 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. Thi OA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 1 p duct or material at any time from a jobsite or manufacturer's plant for quality control testing. If i product or material fails to perform in the approved manner, SCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if is determined by BCCO that this product or material fails to meet the requirements of the South Flor BuildinS Ccde. I The expense of such testing will be. incurred by the manufacturer. c-- ACCEPTANCE NO.: 01-0314.2S E\FIRES: 04/02/2006 Row tcoangucz Chief Product Control Division 'THIS IS THE COVERSHEET_, SEE ADDITIONAL PAGES FOR SPECiFIC AND GENERAL CONDITIONS BUILDING CODER PRODUCT REVI ENV CONINJiTTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions: forth above. r1N IZOVCD: 06I051200i Francisco 1. Quintana, R.A. Director Nliaiui-Dade Comity Building Code Complionce Oflic rU l'ms puy�Jp,-, Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPL'CIFiC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South. Florida Building Code (SFBC), 1994 Edition for Miami-1 County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Coy Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Si;.glc door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir non -habitable areas wllcre the unit and the area ire designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit Nyill require a hum, protection system,. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1._3 Any other documents required by the Building Oflu:ial or the South Florida Building Co. (SFBC) in order to properly evaluate the install icon of this system. Manu 1 Perez, P.E. Product Co c Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptance (approval) shall be considered after a renewal application has been fi and tzc 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 fcc) and granted by this Office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. l f any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tine. The engineer needs not reseal (lie copies. S. Failure to comply with any Section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFT111S ACCE11"ANCE Manu Perez, P.E., ProductCon scam Produ nntrol Division Glazed Units °1GOP-W-MA0100-dZ FIBERGLASS DOORS 6'8" Height — Inswing 1inol6s(width) 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" 1 1 2'8" + 11 V 2'8" + 1'2" 2'10" + IT �. 2'10" + 1'2" 3'0" + 17 3'0" + 1'2" 1 1 COP-WL-MA0141-02 ' 02-0419.08 (Application Fled) t• 1 52.0 1 1 NO Not Listed 1 1 COP-WL-MA0143-02 Not Listed I./ r 02-0419.08 (Application Filed) - t• 1 52.0 - 1. :1 NO XO, OX, OXO i 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 I NO I 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" j 1'0" + 2'8" + 1'0" 1 1'C" - 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" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 I NO 2'8" + 2'8" 2'1C"+2'10" 3'0" + 3'0" t 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" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design b geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, sate or local building 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, ..,, 12 & PA2C 11. O ak aft AR1_ F[1#VkCLAS.% kNI.11Y DC.nkC T.... FM gl .i""y Dom. ZYry�� NlA _ N / 29. 20Dt .. o.. r o.... cdnun"'np pnpram of p.x"n"nQloarnxm matea fpccd�c�lbns. Qespn Ind p•odon Masonite International Corporation detail.vl'ica 10 0arve WANOU1 nofie¢. Glazed Units :l X0, OX, OXO XX, OXXO `COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing TO„ COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO 2'6" 2'8" 2'10" 3'0" TV 2'8" + 1'0" Not Listed COP-WL-MA0163-02 Not Listed 02-0418.03 (Application Filed) — 55.0 = NO i2'8" + 1'2" �l 2'10"+ 1'0" 1 2'10" + 1'2" TO". 1.0:, 3'0" + 17' 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Applicition Filed) 55.0 NO i I IIII� t I 1'0" + 2'10" + VT 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'O" + 3'0" + 1'0" 17' + 2'l0" + 17 1'2" + 3'0" + 1'2" C 2'6' r 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 1 G" + 2' 10" + 2'1 V 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 (Application Filed) t 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 2'10" + 210" TO" + 3'0" + 3'0" + 3.0" 1. Dccr arrangements using fewer panels than what is shorn in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic ioc2tion 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. LJ C�i raft ARTF—.:. I .u..,:-r ;.� r..�rkr•uoon� ra"m..w r.e..p.. rnh.0 rpra a^.. aoc,1 ON c4nL.w:+p Orog.am of prof o imDrov mod makes specifics ions. dtsipn and Droducs drliil :c".iYI 10 change wi0wsd rohcr. \ ,_1, t.cs,ru«Irlro.n .. or< i Oa• u Masonite international Corporatior. Glazed Units i 1 X'J.Ox, X0 xx, OXX0 *s '➢ICOP-WL=MA0100-Q2 � s�` FIBERGLASS DOORS 8'0" Height — Inswing 2'0" COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 2'6" 218" _ 2'10" 3'0" 3'6" 2'8" + 1'0" Not Listed Not Listed 02-0423.01 COP-WL-MA0148-02 (Application filed) — , 40.0 2'8" + 117' 2'10" + 1'D" 2'l0" + 17' 3'0" + 1'0" 3'0" + 17' _'I'T + 2'8" + 1'C" COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 + 2'8" + 17' 1'0" + 2'8" + 1'0" IT + 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" 210" + 2'l0" + 210" 3'0'• + To" + To" 2'8" + 218" COP-WL-MA0147-02 02-0423.01 (Application Filed) ' 40.0 2'8:' + 2'e" 2'10" + 2:10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" NO NO NO NO NO Notes: 1. Door arrangements usicg 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. insW'3Jon instrectio.0 are av3ila5le from the ?rasonite International websile (www.masonite.com) or from the technical center. ;. ktuz; design pressure requirement for a spaci`ic tuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for buhdings and other structures). National, state or local builaing 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 aff 1Ynr.1.� AR EK" -, 111Jl ;I.A.15 r.N'I'kY 0001tS N"mluWJiq..p.uL.•»p»n (�/� NlA• ❑ /f / , z0^_t 0a C1:1:0a 1L 7rC�':(:1 of OrO �utl �rcyrOaMcm . -.�:' S�!..e:'1 ,9 '.^.:q(•.1M11Gu: nc!i.t. au.e5 ipc:ili;:: iys, Ctsgc :rd ;f T::a t....:.�" 0•a1„f O.an Masonite International Corporation ' t60VbMA6f00.02 ' FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing 2'0" 2'6" 02-0423.03 X 2'8" COP-WL-MA0166-02 (Application Filed) 47.0 NO 2'10" 3'0" TV Not Listed Not Listed - — 1 I 1 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 02-0423.03 2'10" + 1'2" COP-WL-MA0168-02 (Application Filed) 47A NO TO" +IT 3'0" + 1'2" 1'0" + 2'8" + 1'0" IV' + 2'10" + 1'0" X0, OX, OXO 17 + TV + 1 2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0423.03 1'2" + 2'10" + 1'2" COP-WL-MA0169-02 (Application Filed) 47.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" _ 2'8" + 2'8" 02-0423.03 2'10"+2'10" COP-WL-MA0167-02 (Application Filed) 47.0 NO TO" + 37 XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0423.03 2'10" + 2'10" + 2'10" + 2'10" COP WL-MA0170-02 (Application Filed) 47.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. 0 Oakcraff AR EK" E,cla...ery I.om e'INI:Nf. I.�SS (=N'INY,0001(ti No"-T ,a,nd iLrEl.0 Erwl Doan ��Mn��/�'/N ❑ �e Add 29. 2002 aT oa.rq oee.. Ow Wiit—roll program of prodoa inprovemenl makes speCiliWion3. desryn and oEoduci Masonite International C o r p o r a t i o n detail S,btect to change without no1Ke. 1. Opaque Units 3 GOP-WL°=MA0100-02-- FIBERGLASS DOORS 6'8" Height — Inswing I 1 1 I I t.I- t �• 1 1 1 2.0" 2'6" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" TV Not Listed Not Listed — — 2'8" + 1'D" 2'8" + 17 2' 10" + IT 02-0109.10 2'10" + 17 COP-WL-MA0103-02 (Application Filed) 55.0 NO 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + IT" 1'0" + 3'0" + 1'0" 02-0109.10 17' + 2'10" + 1'2" COP-WL-MA0104-02 (Application Filed) 55.0 NO 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" 2'8" + 2'8" . 2'8" + 2'8" 02-0109.10 2'10" + 2'10" COP-WL-MA0102-02 (Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.10 2'10" + 2'10" + 2'10" + 210" COP-WL-MA0105-02 (Application Filed) 55.0 NO 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined byASCE 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. PREMDM Oak raft �r<. AR EEC" ,.a.. FIIf I:" .LASS tN'I"NY I)OONS N T..w.E r—e—retry0— ?,'Jl. , a lb.A 29. 2001 Out co"u—rp propnm of product mprovemMt makes speciliGtons. prs4pn uM oropocl Masonite International Corporation 01W supiecl to ceanpc .0.1 nonce Opaque Units ' - � Z�COP•W-L-MA01.00.02�, FIBERGLASS DOORS 6'8" Height — Outswing ArrangementSingles1 X 2'0" FIRM 1 COP-WL-MA0121-02 01-1031.02 76.0 1. '1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 1-Multiples1 X0, OX, OXO 2'8" + 1'0" I i COP-WL-MA0123-02 �,1 1 02-0109.09 (Application Filed) 1• 1 55.0 1. NO 2'8" + 17 2'10" + IT 210" + 17 37 + 1'0" 3'0" + 1'2" 1'0" + 2V + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 'IT 1'0" + 2'8" + 'IT 1'0" + TO" + 1'0" 12" + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcxaff AR a EK'" FIHI:HGI.ASC FNTHY OOOHi W Tii a fMraY"f."ry C,-i Q Avil 29.2002 Our Com—ing oro0nm of drodud irndrovennind makes s0etilifations, design and orodufl onDd suoltfl to Cnarw wilnow notice. - , COP WL-MA01:00-02", - FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing Arrangement X Singles (width) 2'0" masolifekernawial. COP-WL-MA0106-02 02-0109.08 (Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — 55.0 — NO 2'8" + 17 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0108-02 3'0" + 1'0" 3'0" + 17 02-0109.08 (Application Filed) X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International 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. Oakcraff AR EK'" FIMI:N(.'I`.A<C lNT.Y,nOOMC Non-T..o"M( e.0 t. 0- >,we 29. 2002 0.1 conunum0 010912. of WOW .01M.W1 .2keS smiticz..s. C,s,on and O,odun det]d subject to cfwge witnout notKe. (�� [•tluure ly Nom n O•. . Deo.. Masonite International Corporation ' Opaque Units 60P-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing I 7(C;0P-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 NO 1' Singles1 2'0"2'6" X 2'8" 2'10" 3'0" 3'6" ArrangementI(width`- 2'8" + 17 2'8" + 17 2'10" + 17 2'10" + 1'2" 37 + 1'0" 3'0" + 17 Not Listed l COP-WL-MA0128-02 Not Listed 02-0109.07 (Application Fled) — 55.0 — NO X0, OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'D" 1'0" + 3'0" + 11 T 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 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" + 2'10" 3'0" + 37 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" + 210" + 2'10" TO" + 37 + 3'0" + 37 Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonitexom) 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. U Oakcraff "I rlrara� AR 1 EK'" Ea<l"sively l,om ed f..'..<:I.ASs 1_N'I RY 000Ns 1'Iu�1.•r.'e<idwNuEnv'/Dowr DVCA4Mn. , n Ou :re OeLi Masonite International Corporation Apra 29. 2gg2 W cominumo program of produa improvemem makes specNicafons. design and producl detail wbjecf to ChXW wi!houl "tiCe. ­­ . — —J X Unit s- TYP. N1 4 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" MID INL=MA000102 SINGLE D••- Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSUBHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment_ The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E.<� a •om April 29. 2002 - Masonite International Corporation Our contmump oro0ram of orodua unorovennent nukes scecihaiwns. despn and orodua oetad subject mange without notice. i XOoroX 'ttf t Unit SINGLE DOOR WITH 1 SIDELITE s• s' CL TYP. TYP. TYP. TYP. ET . 6.8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. ' t t I t• t 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" r r r f I t t I Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA At56.2) 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. E •<1„y•<ly „o Apr, 29 2M2 Masonite International Corporation Ow ConVLny ypgym W n,0000 •'-.l'9,Ciuenl "latC1 54e[JEa1Nn5. , oEsq" arc rxua Oeua suoica io c�ange wanoui noi,ce. Ox0 Unit t SINGLE DOOR WITH 2 SIDELITES " UNIT 8'0" UNIT 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. ' E I I M-arm-11MM • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t t t t t t t I t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA 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 N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E.f lvt•vtly from• I • Ap(A2T2002 Masonite International Corporation W, co-,, n9 yoo,ju+ W wod„c +menl nuns I desrp. j"C o. od.n dMid stk'W to _range .00.1 lt.w OXXo 1 III I Unit DOUBLE DOOR WITH 2 SIDELITES 6' 3• 6' CL TYP. TYP. TYP.I TYP. 1 ll Il 1 11 11 l Il 11 1 'TYF 6'8' 13- UNIT 8'e• UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. 11 •t • 6 per vertical framing member • Width of door unit plus 112" • 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA Al56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP OOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. A E.<I ut�vely Iron April 29.2002 Masonite International Corporation our conlmuury aroaram of Orodua unmouemenl makes sattA�piroas. desgn ]na laoducl d<ILI SuOlttl 10 Oinae w4nouf not." XX Glazed Inswing Unit APPROVED ARRANGEMENT: 1. t ... ... r s { � O , .. ,,may,,•. 0 r� COP•INL-MiA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x WEI". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: a 0 00 a] a0 00 00 H 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n ❑ El 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 RA.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK'� E < • . em/J NemTi"-..a ra..N„En..r D— FIBERGLASS l:N"1'Nl' UVONs April29.2002 Masonite International Corporation Our Ldnilnu,ng program 01 drOdud ,+pmeennent ma"s Specdipalgns. design aM prpducl de.d subim 1. mange .0.0 no1K< XX Glazed Inswing Unit APPROVED DOOR STYLES: COP=WGMA0142-02 FIBERGLASS DOORS 3/4 GLASS: FULL GLASS: 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 C# 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). / &EX�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 13 Oak raft AR 1 EK'" r<.re.<.i 1:1.L.CL.\SS LNIKI 1;01 N\ N ,-Te "r—e—E.-y Dew+ Ou y Da l/ April 29.2002 Masonite International Corporation our contmumg program of product imo—trnent makes si milications. dMgn and product dMA SO eel 10 cNnge r 001A n01-ct. — .—J XO or OX Glazed Inswing Unit . COP-WL-MA0143-02Y FIBERGLASS DOORS APPROVED ARRANGEMENT: Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6Y. Single Door with 1 Sidelite Maximum unit size = 6T x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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-MA00Q-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °1 00 00 00 H 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass Yn may also be used in the following duo( style: Eyebrow 5-panel with Scroll. O ak raft AR 1 EW FluCK61LASS LN 1'N1' U011Hti C �-T�•�bFperWs. f�nry node Q April 29.2002 - Masonite International Corporation Out —1-n� "; d!OU1dm or Olod.0 m1ol—lent n1a.", SOtt�t�CilgnS, 0".en "Id a,N' dCia.l SY41Ccr lc ^dndC wdw.r Ilollce. • or • COP-WL-MA0143-02' Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: x a 00 00 404 Series 410 Series 109 Series 114.120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 Oakc,raff AR 1 EK" III. LKI:I.1SS Lv 1'F1' Ur,11H No•-Te. F—ji,, be Dow, April 29. 2002 Ou, ep.nmu.n9 p,.Q.., pl pr jp -p,pv I —ke S=iIiUG0.S. 6e5ryn 3�d 010dutl de34 s'acn 10 CN.ije w 11.0 ponce Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: 7c o C0P-M-MA0144.02 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 We = 9'0- x 6T Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 00 aoo a0 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 112 GLASS: n ❑ �0 �� 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' . Tlus glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ak raft AR k EK'" E..t.....t. �- KYDO .. /�C,' I,IU/: N<%LA\\ I: N'I'N 1" UU()N1 NokTe.awadrMrC.0 EnvT Ooen rnUrl✓Vn�r���„" A [J�'1 ApriI29.200T Masonite International Corporation Ow co0ow'OQ PlOa�am of product +OOmvement makes TpeCniGlrons. d-Q- ma Orod.t , de11A S.D1W W CK Qe wdOOut -0- OXO Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: E ao 404 Series APPROVED SIDELITE STYLES: 0 129 Series 200 Series 12R, 12L, 23R. 23L. 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 0PVC-PA0144.02 FIBERGLASS DOORS FULL GLASS: r 6� as 410 Series 109 Series 114.120 122 152 Series 149 Series 300 Series Series 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 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 t 113 Oak ARkE ■K' 1AULKGLASS r:nlTKl' UUUItS PR6t1.... 6.✓i<.r,:. + ov.nry bee„ April 29,2002 Masonite International Corporation Our Conlin ng program or product rnoro,eMni makes Spetlllcalbnt. design and product detail subject W change without nolice. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: " COP•W&NA0145.02 '` FIBERGLASS DOORS O., K Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" x 61" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires' that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 no 00 00 O00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 00 n ° a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ak raff AR k EK'� 'rc ro.ca 1111t'.uCL.SSS LN 1'RV ROOKS —T.—EL ,. Envr Oxon April 29. 2002 Masonite International Corporation Our Commu•rq program of proauct mprovement mates SOKdiralionS. dCS-an and producl aelad Su01eGt to Cnana<witnWt OXX0 I COP•WL-MA0145.02 ' Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as as - 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR k EK" I,IIILXI`L•\.\.1 LNI-',—Tr.ur.E 1-1 E.W10— April 29. 2002 ow a _mq p,opram at ptad,a « 9v emmt makes sDecd".rs. 4esign an4 md,c1 4elaii subitCt 10 cllanQt W0eu1 nmrce. + Ou. Masonite International Corporation XX �• 1t, , Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am an an 822 Series 1/2 GLASS: El 108 Series O araft AR EK'- E..,•,,..,,/.•m t71ULKGLASS EN N\' DOORS Ne...Farw•C FiW.Qw Every Dow. PRC. D09" sA O April 29.2002 Masonite International Corporation Om comm,,, yognm of p.oducl Imp.overhenl makes SpecnlcxQnS. design and produO dem, svojeu 10 change wnnan na¢e. XX Glazed Inswing Unit r 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 6CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK- w— P I ULNl:L,1I5 LKl el "11 N1 t+ T-1.a Fa L. 6wy0— April 29, 2002 Our coaunu,n program or produtl aAproremenl makes SPWIC260ns, deSiV aAd product deuil subed to ch ve wONO nol-fe E .<luf.re ty from Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL•MA01'48 02 °'f -1 810" FIBERGLASS DOORS o: , - Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 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 0 00 404 Series - 108 Series Oak raft AR k EK'- E.�I�„••1,1.0 y1111'"(;$-"S Non-Te.w.N r•Oe'r"'E'v'r I I: v'1'M\',nnn H1 Ao,.129 2002 Ou, Conlmu.ng prog,am 011Noo�� ✓�o,ovM,rnl mat<s sott,l¢a1q�S, aesq^ a,w OOdW •+ Ov Masonite International Corporation oela•1 s.UKc11J Cnang< -m, ' nJl•Cc. XO or OX i I a ; I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: F 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 Oakoraft AR o EW 171UL*K(:LAtti L Nl'N a'•!)t)l1NC Moni••wnUfwwr•u Em.y [low+ April 29. 2002 Our commuirp Program d1 product nnprovemml makes smaicai ons. oesign and produce detail lup,ttr ld mange wnndul nm¢e. /��C,' E•<Ivfirely Iro/n�//Ln r /�L/Y1 van �i✓�r✓ i, � i/VV � Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: WPVL-00149.02 `7 810" FIBERGLASS DOORS XXr 3'.riM' f O Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have 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: �0 as 822 Series 1/2 GLASS: 108 Series O;a4. afq Mik EK'" 1:1UCk<;LA.%N LN'l-V 01111-1 —T.— rO..e—Emir Door 6 a QS4;�Masonite Apri129.2002 International Corporation Om conlmm"p ploglam of p(OW mmyWvemenl I kei SOW14CAQnS. M.941 Jno product detail sublecl to ON qe wilhoN nolrcC Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O_ ask raft AR EEC" w..... re..e...1 1ABERGLnSS LNTMY DOOMS Noe T.. d raw.al... Eery 0— April 29. 2002 Masonite International Corporation ow commuing program of product i+nprov em makes swilicaiions. design and product dead supiect a change with w notice. .. . _ . . — .. :_j OXX0 00 L7001160.02: Glazed Inswing Unit , .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: *o M OR A, O O Ll- 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 budding 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: n as 404 Series MM an as 822 Series a 108 Series Oak raff AR k EK" 1=1V LN(:l.\11 L:N'f N lUM) 1(.l NOM1kae.r.A 16-ou foul Dow. PRL/r' V'I��i��•.'�/�l Q � o... l o.e April29.2002 Masonite International Corporation Our com.numg program 01 product mp,0,,nn m makes spndiGlgns. design and pmducf deud subKcl 10 crange wimoul More OXX0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: x 450 Series CERTIFIED TEST REPORTS: CTLA-805W 8'0" FIBERGLASS DOORS Y 300 Series t .. p 4� 852 Series 810 Series 300 Series Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1�f / &a�� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft Al 1 EK" V.—i RCLA\,1111,iI 1'`EwlD— April 29. 2002 pun con""'" o,opram of p,00ua • po emem makes specilicauons. Design and product dtUd suoRa to change without n014e (mac,, f•<lua�+.ly lrom Masonite International Corporation XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements 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 00 00 00 D0� an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ UU d U ❑ ° a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakcraff AR k EK" µ „ 1 NonT..oNM f4erNn E..vT Donn MA ' � O 4.n �masonite 1,1111: I: E.\�.\ l�"1 H\' I)Il(JI(l Aprill29.2002 O..• v International Corporation 0., Con- W e M q— of a.odaa -oven f makcs SDee,f l,.n,. design And aroda[r aeud scalecl 10 cnanee rdnoW no"Ce XX Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: �t R 00 404 Series 410 Series tog Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 ARC EW 1,1 U1:"l�L.\.11 LN'1 Ul' UUl)N_ti Non-T..e.reO Fpwra"E•v, Doo•+ April 29. 2002 Oil conf.n­0 ogn Of 0,0- makn switicNions. Oesion sn0 maw OeIU.1 Su0fect 10 IWO, "UOoul Mo e Masonite International Corporation XX 1 ' ' 1 1 Glazed Outswing Unit r .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site = 6'0- x 8'0" Design Pressure +47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 11111 0o 00 822 Series 1/2 GLASS: 0 00 404 Series O akraff AR k EK`� W n..,lxrain 1'e r,l 1:1DL't<:LASS LN-I KY DOOKS Nen.T—dF-0 r—E—Dew. April 29. 2002 0-0 ...... "o 0,0gnm 01 pr00o0 mp,Ove C. males speGbolgns. oc"Q. -11 produn de1aA s00K(110 C�Lgt wi100V1 n01Ke _ 108 Series �UYI✓Vnii.✓� /rig.. � e Masonite International Corporation Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 311812002 milemasters.xis PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 :: 1 1INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 11000 2' JINSTALLATION DETAIL W/#8 SCREWS HORZ SLIDING. FIN WINDOW FLEX0028 IFLEX0029 11000 3 INDEX 4 INDEX''' 6 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 INSTALLATION DETAIL W(TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 .. INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0020 IFLEX0016 11000 11000 11000,1600 & 2000 6 INDEX `: ` 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 JINSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 11000,1600 &. 2000 1000 8 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 FLEX0021 1000,1750 & 2000 600,1000 & 2000 13 INDEX,'.'.. 14 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 6 . . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1600,1000 & 2000 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES . 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I1VMFIN 1000 / 1500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I1VMFLG 1100011500 22 INDEX ': 23. FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1500 2000 24 . FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 1 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 1 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFLG, 2000. '=9 Page 1 of 1 milemasters.xls TEST Q AI ►TY WINDOWS BY FLORIDA EXTRUDERS REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER., 1000 SINGLE HUNG NCTL-210-2327-1. 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" ,SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS, DOOR OXO NCTL-2.10-2089-1 180" X 96 3/4" . -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS ` D'OOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING 3Y OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYR) (SEE NOTES)' WINDOW HEIGHT PERIMETER CAULK BY OTHERS ONE 9r WOOD - BUCK BY OTHERS CAULK BCTWEEN WOOD BUCK L HAS Y. OPENING BUCK WIDTH BY OTHERS . SHIM AS P.EO'D. INSTALLATION ANCHOR. FLANGE TYPE 1/4' MAX, - 3/16' CIA. TAPCON WINDOW FRAME (' NOTES) SHOWN (SEE NOTE 9> JaM9 INSTALLATION ANCHON 3/16' 16' D1A. TAPCON SHOWN (SEE NOTE 9) CONCRETE OR MASO:(RY OPENING 3Y OTHERS 1-1/•' MIN. EN/C7(NT j v Ll EMBEDMIN. GLASS (TES) EMBED ENT (SEE NOTES) a � � o CAULK BETWEEN WINDOW FLANGE ; i WOOD HULK PERIMETER SHIN AS REO'D. CAULK 1/4• MAX. BY OTHERS (SEE NOTES) l WINDOW WIDTH I 1 FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER VOOD BUCK L SECTION B-B M:.S'Y.OPENING BY OTHERS BUCK HE ]GMT WINDOW HGT. I K• FLANGE TYPE WINDOW FRAME SILL WINDGW WTH. ELF VATION ViEWED FROM EXTERIOR V Q SILL STOOL AFL` Q BY OTHERS O • Y'- CAULK BETVEEN VINDOV FLANGE PRECAST SILL i WR/VULKEM 116 .`j ECAST SILL By OTHERS �t am" �Y►,��'j_' y ADHESIVE CAULK �� ply Y Aj OR APROVED EOL. SECTION.. ION A —A �� f 2 12002 PREPARE' 3, PRODUCT ► .PPLIC.TION Erz,L�ECRING. TARCON LOCATION CHART CALL TIP TO LOCA ; NS I\ HLAOILOCATIONS IN JAMB UP TO _T F UP TO I TO SIZE TIP' 50 rsf 1C.0 50PSF P 022 74 X 26 C. 023 74 X 32 3/e C. BC.O.E I,J.K.L I]J.K,L I 1. x 50 5/e C. ° C.O.E IJ.K.L G.MJ.J.K I C I % a L.: =...l..t I, 1, ,K,L 033 1106 I/./X 39 3/e I - B.C.CL I _.C.D.E I I.J.K.L .I I,J.K,i A 1 t/4 % SO •/� B.C,C'.- I °.=.C.D.E.F I,J.K,L G.M I.J.K.L T22 111 26 l.0 =.... .t J I,J T23 I, I X 32 3/3 B.C.D.E a=C,O.-,F LJ,K,L I I.J.K,L T A III X 50 5/1 e.C.D.E •.iC.0.E.F LJ.K.L I J K.L M2 X . '.t =.�.L.t I,J, .L I,J,K,L M3 120.X 32 3/6 B.C.C.E I. A.=C.D.E.= I,J.K,L I I,J,K.L A.B.C.O.E. A B.C.O.E.F G.M.I.J K,L I.J K L 6020 72 X 24 '.J .0 I.J 6030 72 X 36 C.0 _.C.D.E I.J I I.J.K.1 6040 7 4 C.0 =.C.D.E IJ.K.L I.J.K.L 7020 6A X 24 Li LJ 7030 84 X 36 B.C,C.E I COE =.,. LJ,KJ. I,J.K,L 7040 t 41 B.C.C.- °C.O.E - I,J K,L I,J.K,L O2 96 X 24 Lj !.. .l 6030 96 X 36 e.C.D.E _.C.O.E I.J.K.L I.J.K,L 04 4A B.C.C,- °.3.C.DE F I.J.K; 9020 10d % 24 L.0 �.L, .• LJ I,J.K,L 9030 I 109 % 36 B.C.D.- I =.C,O.E 1,J.K.L 1.J.K,L a 1 lA B.C.G.E A.B C,D,E,F I.J.K.L LJ K 10020 120 X 24 .0 _. ,U,t I.J. I,J✓(,L 10030 720 X 36 B.C.C.- I A.°.C.O.E,F I,J,KL I,J.K,L 10040 120 X 49 B.0 D' E A. .C,D.E.. I,J.K.L I.J.K.L NOTES: 1) SHIM AS MEO'D. AT EA,'" INSTA-LA.TION ANCHOR. MAX. A:LOWASLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIA:: ALUMINUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. 4) USE SIUCONIZED-ACRr_IC CAULK BEHIND WINDOW FLANGE AT MEAD & JAMBS. SILL MUST BE AT ACHED TO THE SUBSTRATE WITH VULKEM 116 ADMESNE CAULK OR Ar?ROVE0 EOUAL. H 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR —� OF WINDOW FLANGE. 1 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY USTED WITH. NEXT LARGER SIZE. FOR TH.E APPROPRIATE DESIGN PRESSURE REC:O. J B 7) GLASS THICKNESS MAY VARY PER THE REOuIREMEN-S OF ASTM E1300 GLASS CHARTS. 9) LETTER CESIGNATIONS ON THE TAPCON LOCATION C: ART INOtCaTE WHERE TAPCON ANCHORS ARE TO EE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W!'H /d S-REWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMeEDME':T IN"; WOOD SUCK. 10) APPUCAT(ON OF VULKE•. 116 A_- ESN: CAULK AT E=AME SILL MUST COMPLY WITH SEALAN- MANUFACTUPER'S RECOMMENDAT10NS. ' 11) WHERE WINDOW IS INSTALLED 1% MASCNRY OPENING WITH A STRUCTUAL TWO BY BUCK. USE d.'D SCR E.'S OF SUFFICIENT :ENGTH TO ACHIEVE 1-3/E MIN, EM9EOm-J AT A: INSTALLATION FATTENER LOCATIONS. 250 INtERNANONAL PKVY_ ST.tE 250. MEA—=OV, f_C<;:A 33746 1 SHEATHING CAULK BETWEEN BY OTHERS WINDOW FiN 6 SHEATHING INSTALLATION ANCHOR x8 SCREW sTucco OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GL A_ING (TYP,) (SEE NOTE 7) I' MIN. M BEDHEI TWO BY WOOD BY OTHERS 1/4• MAX. SHIM SPACE SHIM AS REO'D. (SEE NOTES) FIN TYPE WINDOW FRAME HEADER 11 I' WINDOW HEIGHT WINDOW HEIGHT VjNDOV WIDTH 24' O.C. IIMAX. (TYP.) —WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D. (SEE NOTES) 1/4• MAX. SHIM SPACE CAULK BETVEEN WINDOW FIN 6 SHEATHING -� GLAZING (TYP.)...% PERIMETER J. I (SEE NOTE 7) CAULK EQUALLY BY OTHERS SHEATHING SPACE BY OTHERS ANCHORS FIN TYPE WINDOW i STUCCO OR 1 (TYP.) FRAME JAMB SIDING BY INSTALLATION OTHERS ANCHOR $8 SCREV B SECTION B-B .. • MAX.J . 24. O.C. <TYP.) (— 'FIN TYPE MAX. (TYPJ VINDOV FRAME SILL 6' MAX. <TTPJ 6 ELEVATION VIEWED FROM EXTERIOR WARBLE SILL STOOL BY�I�r�w+.- OTHERS • «T"'�.:::zLAP. a. NOTe S. PERIMETER �,/( tp r' ,L ,{+ ;/}!- 1) SHIM AS REO.0. ADJACENT TO.EACH INSTALLATION ANCHOR- MAX. ALLOWABLE SHIM STACK TO CAULK L"' i dJS�ta'.'L �C/:i'rM"+ a Ap �•{a BE 1/4'. BY OTHERS . ta'.A.A..�: a 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6�l��Og E UI7CR _ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LT.. TO A^.MIEVE MIN. EMBEDMENT OF T' — - — INTO WOOD FRAME MEMBER. 7.t C• �>w• yT .�.' 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL Z JAMBS. E1/4' SHIM `77 4 F y� �--- - ------ 5) USE SILICONIZEO ACRYLIC CAULK FOR P£R3u1 ER SEAL AROUND EXTERIOR OF WINDOW FRAME. STALLATION 6) GLASS THICKNESS MAY VARY PER THE RECJIREMENTS OF ASTM E1300 GLASS CHARTS.. IN ANCHOR IN x9 SCREW SPACE MAX. 7) ,INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W-:H ANCHOR SPACING AS STATEO. IS 70.0 PSF FOR STUCCO OR ALL AVAILABLE SIZES UP TD 73' X 71' MAX. SIDING BY ( I SHI OTHERS n AS REO'D. (SEE NOTES) CAULK BETWEEN I WINDOW FIN I•MIN. REV DESCRIPTION DATE INI i 'SHEATHING Y OTHJNG EMBEDMENT TWO BY WOOD FLORIDA EXTRUDERS INTERNATIONAL,D,F BY orHERs er OTHERS SANFORD, FLO SECTION. A —A TITLE: INSTALLATION DETAIL W/=8 SCREWS uno7 cI TnT',Ir. CT),I I,TNInn1I _ <CC)ICc Ii )' MILL EMBEDH£NT _I 21 2V PREPARED BY: PRODUCT L APPLICATION ENGINEERING. INC.: Z30 INTLRNA iJUNAL PXVT_ UITE 230. NEA'yDDv. FLCR:DA 32746 PHONE 4.7 005-0363 FAX 407 303-03 s SHEATHING _ CAULK BETWEEN BY OTHERS WINDOW EA`MING INSTALLATION IS ANCHORS SCR STUCCO OR .SIDING BY OTHERS —� I PERIMETER CAULK._ by OTHERS GLAZING (TYP.) (SEE NOTE 7>� WINDOW HEIGHT pEa[nEtER BY OtHERi TWO BY WOOD WINDOW WIDTH 9MENTi 9r OTHERS tV0 By WOOD By OTHERS SHIM AS REO'D. <SEE NOTES) 1/4' MAX. SHIM SPACE ---SHIM AS REO'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER FIN TYPE WINDOV FRAME SILL MARBLE SILL STOOL BY OTHERS GLAZING (TYP:) -� (SEE NOTE 7) VINDOW WIDTH 24- O.C. FIN TYPE VINDCV A FRAME Jana II(MAX.TYP.7 WINDOW Y SPACE HEIGHT / / ANCHORS (TYP.) B B 1/4• MAX" SHIM SPACE T INSTALLATION ANCHOR RB SCREW SHIM AS STUCCO OR ES) (SEE NOTES? SIDING BY OTHERS CAULK BETWEEN 1'MIN. WINDOW FIN SHEATHING >< SHEATHING S EMBEDMENT B �BHYER WOOD OTHERS SECTION A —A 1/4' MAX. SHIM SPACE PERIMETER / CAULK J BY OTHERS srucco OR SIDING BY OTHERS SECTION B—B CAULK BETWEEN WINDOW FIN L SHEATHING I' MIN. EMBEDMENT _ i .SHEATHING BY OTHERS 4TION •3 SCREW 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR, A MAX. - MAX. ALLOWABLE SHIM SiACK TO BE 1/4 24' O.C. - (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MAX. (TYP.) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO 6' MAX.(TYP.) L ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME MEMBER. ND WINDOW FIN AT HEAD A) USE SR.ICONIZED ACRYLIC CAULK BEMI SILL k JAMBS. ELEVATION .) USE SIucONIZEo ACRYLIC CAULK FOR PERIMETER SEAL AROUND VIEwEO FROM XT RIOR EXTERIOR OF wNDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM C1300 CLASS CHARTS. ,r J•-� - -1 r4� a .j` ) ^ )) INSTALL INSTALLATION FATENERS AT 6' MAX. FROM CORNERS ay—• �k "t-•�` �" � ' •'J' � • AND MAX. 24' O.C" DESIGN PRESSURE.CAPACItt OF �T�7 WSTALLATIONS WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVA{LA= E SIZES UP TO 119- X 49 5/8' MAX. - i bus E:: nua # _j REV DESCRIPTION DATE INi FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD. FLORIDA TITLE: INSTALLATION DETAIL w/ #8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 DP.AWN BY: BB APPROVED BY: ;'k'Iu"' DATE:12/17/Ol SCALE: N. T. S. DWG.: FLEX0029 • 1. I L'��rG PREPARCO Dr: PRODUCT t APPLICATION LICATN CNG{NECRING. INC_ 250 INTERNATIDAL PKVY., S::ItE 2Sa, HCATr4OW. *:OP.{y 7274e PMONC •OT 805-0765 TAA 407 20:-0755 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD SUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BI,j.F,K STUCCO BY OTHERS PERIMETER CAULK V.H. BY OTHERS (WINDOW HEIGHT) GLASS (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD ONE BY WOOD CONCRETE OP. BUCK L MAS'Y. OPENING INSTALLATION ANCHOR BUCK BY OTHERS MASONRY OPENING \ 3r OTHERS 3/15" DIA. TA?CON By OTHERS B.W. tMti4• •iK (BUCK V[DTn> I � : ltnMtMr 1/4• SHIM -y.. SPACE MAX. Q L9 CAULK BETWEEN a_ / WINDOW FLANGE L PRECAST SILL - V/VULKEM 116 PRECAST SILL S E C ADHESIVE CAULK BY OTHERS OR APROVED EOL. CIS 1-1/4• MIN. FLANGE TYPE EMBEDMENT VINDOV FPAME SHIM AS RED'D. Q JAMB (SEE NOTES) �I INSTALLATION ANCHOR T 3/16' DIA. TAPCON 0 1/4- SHIM SPACE MAX. i RIGID V:N•L GLAZING BEAD GLASS (TYP.) (SEE MOTES) � �I O SHIM AS REO'D. (SEE NOTES) CAULK BETWEEN B.H. WINDOW FLANGE (BUCK O FLANGE TYPE HEIGHT) L WOOD BUCK — WINDOW FRAME PERIMETER HEADER CAULK STUCCO BY OTHERS BY OTHERS V.V. (WINDOW WIDTH) CAULK BETWEEN - oo pp WOOD BUCK L SECTIONy MAS•Y. OPENING Sr OTHERS RIGID VINYL NOTES11SHIM AS REO.O. AT EACH INSTALLATION ANCHOR. MAX. A_LOWABLE GLAZING BEAD SHIM STACK TO BE 1/4-. (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTH. TO ACHIEVE MIN. FLANGE TYPE EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE. WINDOW FRAME 4) USE SIUCONIZED ACRYLIC CAULK BEHIND W!NOOW FLANGE AT MEAD & SILL - JAMSS. SiLI MUST BE ATTACHED TO THE SUBSTRATE -WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE S0.1COMIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE RMO. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIREMENTS OF ASTM C1300 GLASS CHARTS. Q e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE Q WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. TIO N A- A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. t K AT FAME SILL MUST W.W. A -- A B C D 7�� E .H. / B I I 1 10) APPLICATION Or VULKEM 116 ADH.SIV G.UL _ COMPLY WITH SEALANT MANUFACTUP.EP.-S P.ECOMMENOAT'ONS. I!) ONE ADDITIONAL FIELD OP.:LLED k INSTALLED ANCHOF IS REO'O. IN EACH JAMB ON THE FOLLOWING SIZES: -025' (73 X 62). -D26- (73 X 71).-56M60M- (65 x 71), 6(-501,16OW (71 .X71). PLACE ANCHOR BETWEEN ANCHORS C AND I- AND BETWEEN ANCHORS �H AND J OVER. 55 PSF ONLY, 12) WHERE WINDOW IS INSTALLED IN MASONP- OPENING WITH A STRUCTUAL F TWO BY WOOD SUCK. USE Bt0 SCREWS OF SUFFICIENT LENGTH TO. ACHIEVE 1-3/8- MIN. EMBEDMENT AT ALL INSTALLATION FASTENER H ' LOCATIONS. ON SIZES NOTED IN NOTE III ADD A 110 SCREW ANCHOR. TO EACH JAMB FOP.. NOTED DESIGN PRESSURES. A`� ELEVATION MAGM FRX # VIEWED FROM EXTERIOR — .. PP.CPAP_� P, PRO➢(/ T L APPLICATION A. CALL TIP TO LVLP, UND Iry MLrU w_.ti uvlvJ I JAM(} 30 70P P5f Oi5! S J Py P6r OKj SIZE TIP To To To TO ' J To To Si r 7^A r ;i P r. 7 A. IH2 26 t/2 x 26 C C C G.H G.H O.H 1M3 26 V2 X 38 3/8 C C C G.H G.H -GH 1 n4 26 1/2 x 50 5/8 C C C G.H G.H G.nI,J t H45 26 1/2 x 56 1/4 C C C G.H G.H G.H.I,J IM5 26, 1/2 x 63 C C C G,H G.n I.J G.MLJ IM6 26 1/2 X 72 C C C G.H G.H,I,J G.41.J 22 37 x 26 L.M 23 37 X 38 3/1 C C C C.H G.M G!+ 2A 37 X 50 5/8 C C C G.H G.MJ.J ^45 37 x 56 1/4 C C C G.H G.H.I.J C.n.I,J 25 37 X 63 C C C G,H G,n,I,J G.r.I,J 26 37 x 72 C C C O.H.I.J C.H.I.J E.F.G.M,I.J 32 .J 1/6 x o L 33 53 1/8 x 38 3/8 C S.0 I e.0 G.H G. G.H,I.J 34 53 1/8 X 50 5/8 C 6.0 C G.H GHI,J GH,LJ 3AS 53 t/8 x Sd t/4 C 6,C ''-.0 G.M,LJ G,H.LJ E. G.4.LJ 35 53 1/8 x 63 C 8.cc 2.0 G.H.0 G,H.LJ EF.GH.LJ 36 3 t/8 x 7 C S.0 S.0 G.H.I.J E.F,C.M,I,J E.F.GH.LJ C23 74 X 38 3/3 S.0 B.0 I AS.C.0 G.H G.MJ.J G.4.1.J 024 7A X 50 5/8 B.0 S.0 ( xa.C.O G.H;I,J G,MJ.d 'E,F,G.M.I.J 0245 74 X 56 I/4 B.0 B.0 A.',C,C G.M,I,J E.F.G.H,I,J EF,GHI,J 025 74 X 63 B,C S.0 A.9.C.0 G.M,I.J E.F,G,H,LJ E.F.0 H I,J• pob 7- x 72 a e.0 I A.B.^_,0 G.NIw E.F.G.n I.J E.F , M,I,J• 20M20M 24 X 24 L�• .20M30M 21 x 36 C C I C -.H G.H G.M 20M40M 24 X 48 - C C I C G.H I G.M G.M 20M46M 24 X 54 C C C G.M G.M G:'t.1,J 20MSOM 24 X 60 C C C G.M G.M GH.LJ lr,.AO. 2A X 72 C I C C G.M G.H I,J . H I J 3OU20M 36 X 24 7H, .H30U30M 36 X 36 C C C G.H .. G.M 3OM40M 36 X 48 C C C C.H,I,J GH.t,3OM46M 36 X 54 C C C G,H,I.J C.H,I.J 3OM50-V 36 x 60 C C C G,HJ.J G.H.,J 3OM60M 36 x 72 C C C C.HJ.J M,I,J 4 M M L VH 40M301A 48 X 36 C C S,C GH G.M G.H,I,J 40U40M 48 X 46 C C e,C G.H G.n,I.J G.M,I,J 4OM46M A8 X 54 C C B.0 G.H G.MJ.J G.H.0 40MSOM 48 X 60 C C S.0 G.H,I,J C.H,I,J E.F,G.M,LJ 4OU60M 48 X 72 C C S.0 G.MI J. E.F C.H,I,J 11 f G M I J 4 M M i 4 a. .H .H G.M 46M30M 54 X 36 C S.0 B.0 G:M G.M C,H,I,J 46MZU 54 x 48 C B.0 B.0 G.M G.H,I.J G.M.LJ 46MA6M 54 X 54 C e,C B.0 C.H,I,J G.M,I.J E,F,G.M,I.J 46M5OM Sax 80 C S.C. e.0 G.MJ.J G.HJ,J E.F.G.H.LJ 46M5 M 54 'x 7 C BC '-.0 GHtJ. FGMI r H I 5OM20M X aC B.0 a CH G,H G S.0 50M30M 60 X 36 C B,C GG.M G M.I.J 5OM40M 60 X 48 C 8.0 B.0 G.H I C.HJ.J G.M.LJ SOM46M 6C x 54 C B.0 S.0 G.M,LJ G H.I,J Ef.G.M.0 50M5OM 60 X 60 C 8.0 S.0 G.HI.J G.MJ.J E.F.G.M.LJ SOU60M 60 X 72 C S.0 c.0 G.HI.J . E.f,G.MLJ {.f.GHLJ M M 00 X 24 L ,L - H „ 56M30M 66 X 36 a +' - B,C Aa.C,: C.H G,H G H,I,J S6MAOM 66 % 48 'C : e.0 AB.C.Q G.H I G.HI,J G,HI.J 56MA6M 66 X 54 e.0 B.0 A.R.C.0 O.H•I.J GH,I,J E,F,G.H.0 55u50M 66 X 60 'C.0 8 c A,S.C.D G,H.I,i E.F.G.H.I.J E.F,G.M,LJ 56M60M 66 X 72 e.0 B c Aa.C.0 G.H I.J E.F.G M.I.J EF.G,n,LJ• Ll-lom 7. tl,_ 72 X 36 ec B.0 A.B.C. GH GH GH I.J 72 X A8 e.0 Bc A a.C.O G.H GH.I.J C.4.0 72 X 5A ec B.' !'-.C.: G.HI.J G.M,I,J E.F.G.M,I,J 72 x 60 . C B r A,3,C: G.M.).J 1 E.F.GH.I.J E.F G,H,I.J 72 X 72 B B.0 A.?.CJ C. M..J ! _E.F.GHI.J f ,,HJ.J• ■ADDITIONAL AN'HORS REu'D. SEE NGTE 11 FLORIDA EXTRUDERS 1 �ANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ TAPC❑NS H❑RZ. SLIDINC- FLANG= WINDOW — SERIES 1000 DRAWN BY: BB I APPROVED BY: Lu-v; DATE:10/23/01ISCALE:NTS DWG.: FLEXOO-710 r,.k:Nu. INC.. 2% INTEk"T1GNAL PxVY._ SJ:TE 250. M[41-<3>•'. FL'R:JA 327.6 PHONE 4:7 6➢5-0365 FAX 44T 805-0365 y CAULK BETWEEN ONE BY v000 CONCRETE OP WOOD DUCK L HOCK BY EITHER $ MASONRY OPENING MAS'Y. OPENING BY OTHERS BY OTHERS CAULK 1 DOOW FLANGE L WOOD HVCK I ,f _ MIN. n EMBI'IEDE. MENT O INSTALLATION ANCHOR 3/I6' DIA. TAPCON S�Z.� - TUCCO J I SHIN AS REO'D. BY OTHERS 1/4' MAX. PERIMETER (SEE NOTES) CAULK BY OTHERS FLANGE TYPE V(NDOV FRAME HEADER RIGID VINYL GLAZING BEAD { (T YP.) GLASS 1nW h �(TYP.) (SEE NOTES) B.V. „ 1-1/4' MIN (BUCK WIDTH) EMBEDMENT INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON I> BUCK BY OTHERS STuCo BY THERS SM:M AS REO•D. I/4' MAX. RIGID VINYL (S_E NOTES) C' GLAZING BEAD (T7P.) -GLASS rr�--NOTES) rP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN v WINDOW FLANGE PERIMETER L WOOD BUCK CAULK By C7MERS V.V. (WINDOW VIDTH) i B.H. (BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE t PRECAST SILL V/ VULKEM I ADHESIVE SECTION B-B CAULK, OR APRV'D. EOL. FLANGE TYPE PERIMETER VINDOV FRAME CAULK SILL BY OTHERS CAULK BETVEEN WOOD BUCK L MAS'Y. OPENINC BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 9 PRECAST SILL W.w -. �• 9 BY OTHERS 9 A B C Q• NOTES SECTION A-A* 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D SHIM STACK TO BE 1/4 6063. p• E eq T 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE �(�7 , MIN. EMBEDMENT OF 1-1/4'INTO MASONRY OR CONCRETE. M1+ 4) USE SILtCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD J k JAMBS. SILL MUST BE ATTACHED TO THE SUSSTRA-E WITH B K p �'^Y CJ VULKEM 118 ADCAULK OR APPROVED EOUAL y �• - 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. F EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE IS ,� V ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE ;� APPROPRIATE DESIGN PRESSURE REO'D. 7) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS.'r 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE j-{It I//l V 'fir I c C TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 3OPS7 TO 4OPSr 41 Asr TO 70PSF 3GPsr TO 40PSF 4 ; Xsr TO %'w SIZE SIZE 12 18 I/a x 25 8 8 F.0 .F,c 13 18 +/8 x, 3l J/e 8 B F.G F,0 14 16 t/9 x 49 5/8 8 8 F,0 f,C 145 18 1/8 x 55 1/4 - B B F,G F.G- 15 18 1/9 x 62 8 B F.0 - F,G 18 18 I/e X 71 B B F,G F.G.H. 17 1! 1/2 x 93 Aa I F.G F.G.J. IH2 25 1/2 X 25 37 3/6 8 B 8 8 F.0 F. F,0 IH3 1H4 25 1/2 x 25 1/2 x 49 5/8 8 B F.0 F.C.H. 1H45 25 1/2 x 55 1/4 B B F.0 F,6.h. IMS 25 1/2 X 62 B B F.G F,O.H,:. 1116 25 1/2 X 7+ g g F.G F.C.H.c 1 H7 25 1/2 X 83. 8 B F,G.J.K F,C i.4 JO 1/1 , 26 39 1/2 x 25 B B r•. F.G f.G 30 1/2 , 36 3/8 29 1/2 x 37 1/8 8 8 B F,G F.6.MJ !0 +/2 . 50 5/1, 19 1/2 x 49 5/8 1/2 55 1/a 8 B F.0 F,C,HJ 30 1/2 . 56 1/4 29 x 29 I/2 x 62 8 B F.G F,C.HJ 30 1/2 . 63 Ja 1/2 , 71 29 1/2 X 7t. 8 B F.G.H.1 F,G.M.I 3011 , 8A . 29 1/2 x 83 B B F,G.J.K F.C.J." 23 36X25 .1. x 37.3/8 8 a - a F.G F.G F,G F.C.M.. 24 245 36 X 49 5/8 36 X 55 1/4 8 B B 8 F,G F.G.H.1 25 36 X 62 62 B 8 F,C.H,I F,G.hJ 25 M x 8 6 F.C,H,1 O.E.f,G;IJ 7 36 x a3 B B F.G.J,K a71 4 42 , 38 3/8 41 X 25 4+ x 37 3/8 B e F,G F,G F,C,hJ F.C.HJ 42 , 50 5/8 4+-X 49 5/8 B B 8 B F,G,H.I f,G.H,I 42 , 56 1/4 41 X 55 1/4 1 X 62 8 B F•0•M•1 D,E.F.OJ•J 42 , 63 42 a 72 41 x 71 B 6 F,G.M.1 D.E.F.G n,+ 4 x 8A 41 X 83 a F,G J.K F,G.H,I,J.K 48 26 47 X 25 B B A.0 A.0 F,Q G F,C.HJ 48 a 36 3/D A7 x 37 3/6 8 A.0 F,G 48 . 50 5/5 48 56 1/4 U X 41 S/6 q X . 1/a B A.0 F.G.H.1 F.C.H. 49 X 63 47 X 62 8 A.c F,G.M.I F,G,H.I D.EF.G s.i D.EF.Cx+ 48 X 72 A 47 x 71. 47 x 83 B A.0 A el F nFF ...j x a 32 33 5i2 1/5 x 25 52 1/8 x 37 3/5 8 B A.0 A.0 F,G F.0 F,G F.G,r..1 34 52 1/8 x 49 5/58 A.0 F.G.M,1 F.G.H.I F.G.M. 0 E.F.G M.1 345 35 52 t/8 x 55 1/4 52 1 X 62 8 B A,C A.0 F.G.H. D,E.F.G.r.. S6 52 1/3 x 71 B A,C F,C,H.1 F.G.J.K D.E.F•G.P.•1 O.E F,G.J.K.J,K . 37 1 52 Va IT 83 8 A C • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. C FLORIDA EXTRUDERS INTERNATIONAL. INC B) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON "� SANFORD, FLORIDA ANCHOR SHOULD SE, FILLED WITH /8 SCREWS OF SUFFICIENT LTH: /I TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A 10)PRINT FLORIDA EXTRUDERS TOOT SERIES SINGLE HUNG IS SHOWN. D200 E L E VAT I 0 N PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 ANO 2000 SERIES SINGLE, MUNGS. 11) WHERE "NDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE /10 SCREWS OF SuFFIC1ENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. TITLE: INSTALLATION DETAIL SGL, HUNG FLANGE WINDOWS — SERIES TOOT I500 E ?000 DRAWN BY: BB APPROVED BY: DATE: 10/09/01 ISCALE: NTS DWG.: FLEXO016 I. PRERAREO B': PRODUCT k APPLIWK)M E,,C-aA". PK:., 250 WTEReNTKXW P"Y.. SU17C 250. HEAT HROW. FLORIDA 32746 PHONE 407 805-0365 FAX 407 8C5-0366 CAULK BETWEEN WINDOW FIN L ,SHEATHING INSTALLATION ANCHOR t9 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS I' MIN. EMBEDMENT SHEATHING TWO BY WOOD BY 0\�' ' ' 8Y OTHERS SHIM AS Rf0'D. <SEE NOTES) GLAZING 17 YP.) (SEE NOTES) PERIMETER CAULK BT OTHERS 1/4- MAX. J $HIM SPACE FIN TYPE WINDOW FRAME HEADER. GLAZING (TYP.) (SEE NOTES) FIN TYPE WINDOW FRAME SI.BLE SILL STOOL By OTHERS r— WINDOW WIDTH 1i4' MAX. SHIM SPACE sHln AS RE O'D. TWO BY WOOD (SEE NOTES) � STUD BY OTHERS 'k B. D. �',.F. t•R A j,�L, ieTa4./ IL "'�_ 1� 1' MIN. EMBEDMENT 1�,�Q+ !'�• GLAZING (TYP.) —r F� . (SEE NOTES)- �_W InDe W��I I V!DiH l I A I 24 D.C. 8 E37 MAX.(TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) MEIGHT �— A MAJL6 MAX. (TYP.) ELEVATION vIEwED FROM EXTERIOR SHEATHING BY OTHERS CAULK BETWEEN FIN TYPE WINDOW fIN WINDOW FRAME t SHEATHING JAMB . PE RIME ER INSTALLATION ANCHOR Ca:'LX .e WOOD SCREW BY OTHER$ STUCCO BY OTHERS SECTION B-B NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX, ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063:--: . 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT_OF 1- INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINOCW FIN AT MEAD, SILL & JAMBS. " 5) USE SILICONQED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED 1N ANCHOR. CHART, USE ANCHOR OUA.NTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY -PER. THE P.EOUIREMENTS OF ASTM E1300 GLASS CHARTS....- B) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRJDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLA ION ANCHOR I \ TWO BY WOOD e8 WOOD SCREW BY OTHERS STUCCO BY OTHERS REVI DESCRIPTION DATE INI FLORIDA EXTRUDER INTERNATIONAL. INC EAULK..BETWEEN " SANFORD, FLORIDA . WINDOW FIN SHEATHING t SHEATHING By OTHERS j'MIN. TITLE: INSTALLATI=N �CTA?L W/f78 S:.PEWS EMBEDMENT 7. SECTION A -A SINGE HUNG FIN WINDOW - SERIES 1000, 1500, L 2000 DRAWN BY: B9 APPROVED BY: ;CAL: N, TS.DATE:12/ 13/01 DWG.:FLEx0026 SHT i GF 2 . ________-_ ......�... _ ...... .-...-... _..�...«•..,r. ..� xn L.me.,.nn,., e..,. <,n,r �.� ...-,-1-. r, ..e,n. a:-•c-o..rwr .m nna_nut r•. .riY ]CS-G366 7 CONCRETE OR MASONRY OPENING. a DIME RS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN ` WINDOW WGCD�BUCK STUCCO J By OTHERS PCRIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) vx WINDOW HEIGHT) PERIMETER CAULK BY OTHERS v n INSTALLATION ANCHOR 3/16. DIA. TAPCON /CAULK BETWEEN VGOD BUCK t MAS'Y. OPENING BY OTHERS GLASS (TYP.) Q 1-1/4' MIN. (SEE NOTES) O EM.3EDM_NT G��Y��,L FAR sK $MIN AS REO'D. Q# 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME �H RIDGED VINYL , F GLAZING BEAD B.M. (BUCK / HEIGHT) R B v RIDGD GLAZINGvINYL READ - I W.H. FLANGE TYPE WINDOW FRAME A - 0-1 E L EVAT I O N VIEWED FROM .EXTERIOR - a 1 a CAULK BETVEEN - WINDOW FLANGE it PRECAST SILL W/VULKEM 116 PRECAST SILL 'ADHESIVE CAULK BY OTHERS _ OR APRV'D: EOL. ' _ ... ,�_...:_. SECTION A -A:._,, ... _ . _ . ... B.v. —(BUCK WIDTH) SHIM AS REO'D. 1/4' MAX. (SEE NOTES) RIDGED VIN% GLAZING BEAD CONCRETE OR C"YE b4NT MASONRY GPENING ar oTHERs D INSTALLATION ANCHOR 3/16' DIa..TAPCON . . v O ON£ By WOOD v BUCK BY OTHERS FLANGE TYPE O WINDOW FRAME CAULK BETWEEN pERIMETER WINDOW FLANGE CAULKByBUCK gr DiAERS CAULK BETWEEN WOOD BUCK l V.V. `\ MAS'Y. OPENING ----------- 7-(WINDOW WIDTH) ) BY OTHERS STUCCO BY OTHERS SECTION E-B NOT G• 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. - EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. A ACUSE HED TIO THEZEO SUBSTRATE W'ITHL VUBKEN 1ENADHESNE MUST BE CAULK OR APPROVED EOVAL. OW 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF w1N0LISTED, FLANGE, 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR:OUANTITrTE0 wITM --7 NEXT LARGER SIZE. FOR THE A?PROPRaTE DESIGN PREiSURE kE0'0. t S. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 S�REwS:OFCHARTSUFFICIENT SS 24' D.C. MAX. (TYP.) 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C., Jf LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6' MAX.. (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. -- 11) SEE BACK OF THIS $NT.M FOR INSTLADHESIVE ANCHOR AT FRAME SILL t1) APPLICATION OF WLKEM 1.16 ADHCSNE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A $TRUCTUAL TWO By WOOD BUCK, USE po SCREWS ,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE M'J'_LEO TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. ISAFO..FLIAFLORIDA EXTRUDERS RDoRD TITLEIINSTALLATION DcTAIC V/ ONE BY BUCK FIXED.FLANCE. WINDOW — SERIES 1000 & 2000 I DRAWN BY: BB APPROVED BY: 2 1 2002 DATE: 10/2?/01 SCALE: NTS DWG.: FtEx0018 SHEET I OF 2 PREPARED 8Y:'PR000CT TEC"NOLDCY CORP. 250 WTEANNA ATIOL PKWY, SVIIE 250, nEATMROW, FLORKN 3I746 PHONE b) 805-0165 fAl bT-9^'-CJE6 SHEATHING HY DINERS CAULK BETWEEN WINDISNISH INSTALLATIONEXTERIOR ERS I PERIMETER / CAULK — BY OTHERS I. MIN. EMBEDMENT WOOD FRAMING BY OTHERS CENTS FL®RMA B'®'AL F. SHIN AS REO'0. (SEE NOTES) UF.♦ CTUR gb NAME: MAN SHIM SPAC:TiC� F' # 1� GLAZING (SEE NOTE b) "- GLAZIN( WINDOW (SEE NOTE 6 HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR +18 WOOD SCREW EXTERIOR FINISH HY OTHERS CAULK BETWEEN WINDOW FIN L SHEATHING 1'MIN. En3EDNENT SHEATHING BY OTHERS SECTION A -A BUCK HEIGHT FIN TYPE WINDCW FRAME —SHIM AS REO'D. I/4' MAX. (SEE NOTES) WOOD FRAMING BUCK BY OTHERS v(r HE EXTERIOR FIN TYPE WINDOW FRAME A !-I ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS _ SHEATHING BY OTHERS INSTALLATION ANCHOR o? SCREW CAULK BETWEEN WINDOW FIN 6 SHEATHING SECTION B-B EXTERIOR FINISH PERIMETER - BY OTHERS CAULK BY OTHERS NOTES 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2). WINDOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN_ EMBEDMENT OF 1- INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND.EXTARIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. . 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 7) FLORIOA EXTRUDERS 2000 SERIES FIXED PICTURE —� 'WINDOW IS SHOWN: THIS PRINT ALSO APPUES TO '. THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW.' B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WIT~+ ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63- x 95- OR 119' x 37-3/2' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TU?E MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS. PREPARED 8Y: PRODUCT TECHNOLOGY CORP.. 250 t / 13/02 SCALE: N. T. S. DWG.: FLEX0030 PKWY. SURE M. LAKE MAR,, FLORICA 32746 PHONE 407 605-0365 FAX 407 605-0366 /0 CAULK BETVEEN WINDOW FLANGE L WOOD BUCK CONCRETE GR MASONRY OPINING IT OTHERS ByTE<.OR FIMiSM T DI.cR$ PERI'ETER CAULK BY OTHERS WINDOW FRAME MEAD Ww00w HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CA,;LK BY OTHERS F xTERi,R FINISH iY OTHERS CAULK BETWEEN WINDOW FLANGE a WOOD BUCK CAULK BETWEEN WDOD BUCK L MASONRY OPENING BY OTHERS CAULK 9ETVEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCON I 4 1-1/4 MIN. Q Q EMBEDMENT 1 1/4• MAX. SHIM SPACE SHIM AS REO'D (SEE NOTES) GLAZING (TYP. SEE. NOTES) / 4 CONCRETE OR MASONRY. BY G"REPS SECTION A -A INSTALLATION ANCHOR 3/16' DIA, TAPCON S}GIM AS REO'D. (SEE NOTES) L 1/4- MAX. SHIM SPACE NOTES 1) SHIM AS REO-O AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAU ALUMINUM ALLOY 6063. 3) 3/16- CIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6• FROM CORNERS & 24 0. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATE) FOR TAPCON ANCHORS SHOULD BE FILLED WITH %6 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/2 IN. EMBEDMENT INTO WOOD BUCK. 4) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SJFFICIENT LENGTH TO ACHIEVE 1-3/8 -M11N. 'EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SIUCONIZED ACRYLIC CAJLK BEHINO WINDOW F;ANGE AT MEAD, BILL JAMBS. 6) USE S41CONIZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 7) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA. EXTRUOERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) 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. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE -MULLION INSTALLATION SHEETS FOR REQUIREMENTS. EXTERIOR ELEVATION I-I/A' MIN. - EMBEDMENT 1/4' MAX.` - SHIM SPACE ONE BY WOOD SHIM AS REO'D BUCK BY GTHERS (SEE NOTES) INGTALLATICN ANCMCP. 3/I6' DiA. TAPCON WlN00V FRAME � Q JAMB GLAZING (TYP� V CAULK BETWEEN SEE NOTES) - A / WOOD BUCK ! \1 WOOD OPENING Or OTHERS PERIMETER CAULK BY OTHERS / EXTEERIGR FINISH J BY OTHERS �-- . WINOOV WIDTH 4 CI CAULK BETWEEN V INDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS SECTION R-B EXTERIOR ELEVATION o FLOC .3'®' F. C INTERNATIONAL INC -1/4•MIN. �$��'�,"1�iga+ FLORIDA EXTRUDER. SANFORD, FLORIDA 4 EMBEDMENT iA++E` _ NNM5 \ I • ONE By v000 1 �- i J� TITLE£LANGE INSTALLATIOON DETAIL CONCF.-TE H--ADER W/1 BY P_: K BUCK BY OTHERS DESIGNER FIXED WINDOW 1000, 1750. L 2000 SERIES iv AG%'j( Fli # DRAWN BY: BB APPROVED BY: DATE:02/12/02 SCALE: NTS DWG.: FlEx0035 t(P, l [?', !M pt(IIwrN - A.K. urt m. K+iwit,v, IIOtY Mr.4 HCK ri W-3 to .4r 4E".-n44 ONE By BUCK BY OTHERS CAULK :CTVEEN VINDC'I FLANGE t SHEATHINC PLYWOOD CYPJ— BY GTHERS 1 rXTCpr OTIOR HERS FINISH PER;METER CAULK BY OTHERS VINDOV FRAME HEAD INSTALLATION ANCHOR p0 SCREW BUILD DOWN By OTHERS / GIES, N1) TO SIL�P-,A. SHIM AS PEO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIN STACK TO BE 1/4'. 2) WINDOW FRAME MATERLAL: ALUMINUM ALLOY 60E3. MIN. %I TAPCON IN$ ALaT1ON ANCOR$ AT $ILL MUST BE OF $UFFICIENi LTH. TO ACHIEVE IIII r1-J/S EMBEDMENT M:N. EMBEDMENT OF i-1/4' INTO MASONRY OR CONCRETE. 110 INSTALLATION SCREWS AT HEAD h JAMBS MUST BE OF SUFFIC.ENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. INVALLATIDN ANCHORS k SCREWS TO BE PLACED 6 IN. FROM CORNERS d: 24 IN. D.C. MAX. ' •) US. SILICONIM ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL Cc .IAMBS. 5) USE SIUCONIZED ACRYLIC CAULK FOR PERuETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/4' MAX. 6) CLASS THICKNESS MAY VARY PER Tn£ REOVIREMENTS OF ASTM E13O0 CLASS _SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASSIS ALSO OUALJFIED. - TvO BY r,AM1NG By OTHCRS ---;-�+� gl' T 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO B- XNGINE:RED BY CTHERS. SUK_D DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELr _J1JL.5� TRANSFER LOAD FROM WINDOW TO THE SRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WIN,-0W SHOWN. THIS PRINT ALSC APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 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 SHIM AS P.EO'D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. 3 2000 (SEE NOTE',) SERIES DESIGNER FIXED W:NDOw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUREMENTS. - WINDOW BUCK HEIGHT HEGHT EXTERIOR GLAZING (TTP.' SEE NOTES) V;NDOV FRAME SILL F-IMETER CAULK SHIN AS RE0'D BY OTHERS (SEE NOTES) Ex. MDR — F i�1SH -AY C'THERS MAJ.. SHIM S:AEE 1 EXTERWR ELEVATI0N CAULK B:TWEEN E12, J 4 t o WINDOWit vpDLANCE MI•CENTrZAL FLORIDA B.G.A.F. �PA .. CAULK 2£TvEEN EMSEDMEN MWOODA'O B:-K t ?tL4L UFACI'u"i R NAME: MASCy-p• OPEN, ONE ET VCOD iY OTHERS - - BUCK Br OTHERS _ 4- I - d-. CONCRETE OR SAC T lON A -A MASUR F X MASONR• -- INSTALLATION ANVIL, Br OTHERS - 3i16' DIA. TAPCOM J. . At:Yas�o� BUCK WIDTH 9 —1-3/6 MIN. EMBEDMENT 1/4' MAX. SHIM SPACE CAULK BETWCEN I Tvp BY BUCK - t CCS+CRETE BT GTHERS SHIM c(SEENCTES) ES INSTALLATION ANCyCR Co a V!NDOV fRA1+E CAL!_K BETWEEN JAMB VINDOV FLANGE \ t V=D BUCK. GLARING (TTP, \ SEE NpiES> ^ U , a CONCRETE OR H.ASONRY PERIMETER CAULK BY CTHEGS BY OTHERS WINDOW WIDTH EXTERIOR FINISH . Sr: CTION Pi—B BY OTHERS WINDOW WIDTH A WINDOW M.iGNi 1 A. EXTEP1r'- E w' VA.TION ••. •4. r •.a.A, ,cow,.�c• �• av u:ca.: a,.c ♦.a. ua nx. •c.c.mv. K.n:n. vY.c wK .a, cr:-rx: r...o r-^.Kxa 1' MIN. ! ��,— 1/+' MAX. ■3 INSTALLATION SHIM SPACE ENSEpiNi I ANCHOR SCREW (TYPE) CAULK BEHIND FIN TVO By FRAMING SHEATHING SHIM AS REO'D. BY OTHERS By GHERS TWO IT BUILD <SE- NOTES) DOWN By OTHERS CAULK BEHIND FIN FIN FRAME JAMB I NOTES LB INSTALLATION I SHIM AS REO'D. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING ANCHOR SCREW (TIP.) I (SEE NOTES)LAZING CTTP.j SHIM. MAX.uxALLOWABLE SHIM SUCK TO BE 1/4-. SEE GLAZING (T 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6062. NO 1/+• MAL 3) USE SiLICONIZED ACRYLIC CAULK, BEHIND WINDOW F.N AT HEAD, SILL k JAMBS. L_ 1' NIX IM SPACE •, USE SILCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF C �i1 ' I I WINDOW FRAME. . 5 GLASS THICKNESS MAY VARY PER THE REpATING CLA OF ASTM OUAL CUSS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS 15 ALSO QUALIFIED. SHEATHING 6) SCREW ANCHORS AT HEAD, SILL h JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT BY CTHERS EXTERIOR FINISH SH J 1 LTM. TO PRONi CE MIN. 1 IN. MIN., EMBEDMENT INTO WOOD FRAME. PLACE j8 SCREW ANCHORS.6" FROM CORNERS AND QO.C. MAX.. EXTERIOR 9YOTHERS v 7) BUILD DOWN AROUND CURVED PRTION OF vnNC10w FRAME TO BE ENGINEERED 8r ExTf?tOk FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. f— WIN06V VIDTH— PEP,OTHER CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. a IS NOT INTENDED TO LIMIT USE OF 5r. OTHER$ THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN,FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION ION B—B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. GLAZING (TYP. SEE NOTES) , EXTERIOR PERIMETER CAULK By OTHERS EXTERIOR FINISH BY OTHERS LB INSTALLATION —' ANCHOR SCREW, (TYPJ SHEATHING —� BY OTHERS -FIN FRAME SILL SHIM AS REO'D.— <SEE NOTES) / E4!EDIENi .. SECTION A -A _—T L SHIN SPACE EXTERIOR ELEVATION TWO BY FRAMING By OTHERS ,� L/�J•J"A• CAULK BEHIND FIN y Y 2002 EXTERIOR ELEVATION FLORIDA EXTRUDERS.INTERNATIONAL. . RIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED wINDOw 1000, 1750, & 2000 SERIES DRAWN BY:BB APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 -1-1 H. wL , K—ml ( - pK1,+,p L,vi. It 1 - K.1—. 11— 1114 — .1 --% - Mt —"- CONCRETE OR SHIM AS RE'O'D _ MASONRY OPENING (SCE NOTE$) BY OTHERS CAULK BET VEEN DOOR. FLANGE ' & WOOD BUCK CAULK BETWEEN WOOD BUCK 6 PERiMET£R MAS'Y. OPENING CAULK BY BY OTHERS OTHERS STUCCO Q BY• -OTHERS � a o III INSTALLATION ANCHOR B8 SCREW (TYP. WHERE TAPCONS ARE NOT REO-IM j _INSTALLATION ANCHOR 3/16' DIA. TA?CON i '.�_ 1/4' MAX. SHIM SPACE INSTALLATION ANCHOR t I/4' MIN. CONCRETE OR EM2EDMENT MASONRY OPENING wB SCREW (TYP. WHERE BY OTHERS ONE BY WOOD TAP_ON$ ARE NOT REO'D.) BUCK By OTHERS i�7ONE BY WOOD CAULK BETWEEN INSTALLATION ANCH>uR BUCK BY OTHERS 3/16' DIA. TAPCON 7 WOOD BUCK E' 1 1/4' MIN. MAS'T.,OPENING EMBEDMENT ZIT BY OTHERS SLIDING GLASS d CAULKBMWEEN DOOR PRAMS III CAULK- BETWEEN HOODING GLASS DOCK HOOK STRIP L ]/4' MAX. JAMB WOOD BUCK E. HOOK STRIP WOOD BUCK I> SHIM SPACE j� MA$'Y. OPENING I �I BY OTHERS . _ ! r � Ili SHIM AS R£0'D. SLIDING GLASS DOOR FRAME HEAD Li TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS I ^ DOOR FRAME SILL J I {j EV..LDMENT d d ° o , ° o LIBERALLY APPLY. I CAULKIWI UNDER SILL OR SET SILL IN BED -INSTALLATION ANCHOR OF CONCRETE. 3/16' CIA-.TAPCON SECTION A -A. (SEE: NOTES) 1-1/4' MIN. EMSEDMENi . 1 G .4 INSTALLATION ANCHOR' ,. 3/16' DIA. iAPCON _ TEMPERED GLASS p CAULK BETWEEN -' DOOR FLANGE (TYP.) L WOOD BUCK: PERIMF.TER a ONE BY I I BUCK BY OTHERS CAULKERS CONCRETE OR MASONRY OPENING STUCCO BY OTHERS BY OTHERS t S.G.D. VIDTH U CO �. B•O.4f.TE P.)RED GLASS / SECTION R��tAcrURER SLIDING GLASS DOOR INTERLOCK MASTER FELE # HOOK STRIP DETAIL T : A-�-I )) DOOR MATERIAL ALVNINUM ALLDT 6061 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBLDHCNT Or 1-1/4' INTO MASONRY OR CONCRETE. _ 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. - _ - 4) TAPCON ANCORCHART ON BACK OF THIS SHECT. . 5) USE SILICONIZCD ACRYLIC CAULK BEHIND DOOR FLANGE ATHEADL JAHBS. 6) USE SILICONIZED-ACRYLIC CAULK FOR PEPIMCTER SEAL AROUNDEXTERIOR Dr: DOOR.. .. ... / 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART USE ANCHOR OUANTITY.LISTCO V TN NEXT... / LARGER 51R-TAPPROPRIATE DESGNRRL� REO'D e) FOR POCKETT .,rDOOR E I SIZES USE CLOSEST AS DOOR DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE THICK ES. 1M FRONT OF HOOK STRIP AS SHOVAL ) ALL SATHICKNEPP MAY WART PER OtSk ATco r OF.ASTH.E1300 GLASS CHASHOULD BE _ 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED. FOR DNENT N70 W Sn JVC BE F1LLfb VITN . SCRLvS" 3 B OF SUFFICIENT LENGTH TO USING TENC MIN. 5/e' EMBEDMENT INTD WOOD D•JCK. II>. DOOR twit IS APPROV£D'US(MG TEMPERED GLASS IN SINGLE OR INSULATING GLASS. I2> JAMB / STLL.C[RNERS ARE TO BE SCaED vaH A $MALL -HINT JOINT SCAM SEALER. l3), SHIN AS REO'0. AT CA. SET- Or INSTALLA"ION ANCMDRS. MAX. ALLCwBLE SHIM STACK TO. BE t44'. _ 14N ALL INSTALLATION ANCHORS MUST BE m- Or CORROSION RESISTANT MATERIALS. ` 15) VNERC -X• REPRESENTS MOVING PANEL AND •0' REPRESENTS FIXEDPANEL APPROVED �� CONFIGURATIONS ARE AS LISTED ON AMCHv4 CHART ON BACK OF THIS SNELT. A - 16) HOT ALL CONrIORATIONS LISTED ABOVE ARE SHOVN ON THIS DR. -WING. ;;MvER INSTALLATION . EXTERIOR ELEVA':ON SCCTIONS-A-A'l'B-8•, L HOOK STRIP DETAIL APPLT TO INSTALLATION Or ALL APPROVED.. . S CONFIGURATIONS. i -fOVN 2 PANEL DOOR 17) INSTALL ONE TAPCON IN EACH PAIR Or FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. SEE BACK OF THIS SHEET. IB) FLORIDA EXTRUDERS I00D SERIES SLIDING GLASS DOOR IS SHOWN. THIS PP.:NT ALSO APPLIES TO . 2000 SERIES AND 500'SCRICS.- ...:- �... REV DESCRIPTION DATE INI F L a R I D A INT EXTRUDERS $ANFl1PD � FL. TITLE: SLIDING GLASS .DOOR 1 INSTALLATION WITH TAPCONS DP,AWN BY: BB APPP.OVED BY: . DATE:10/25/01 SCALE: NTS IDWG #: FLEX0021 •=r ,.; - AxN•Ae.n w. AR0011CT t A—LIC.Tm rwx crm 1. PC.. B50 INTCRNATWNAL > .% S.ITC -50. .E.T.93.. rLOR::A. 3VT .. 401-eC5-0745 FA) 407-8:5-0366 SHEATHING BY OTHERS INSTALLATION ANCHOR DOOR WIDTH SHIM AS RE•O'D X8 SCREW (SEE NOTES) CAULK BETWEEN TWO BY WOOD SLIDING GLASS DOOR FLANGE 6 SHEATHING BY OTHERS DOOR FRAME Jnn3 I ZV I 1/4' MAX. SHIM SPACE _ 1-1/8' MIN. —� EMBEDMENT TEMPERED GLASS STUCCO J (TYP.) OR SIDING By OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP-) S. .1 1 1DOOR .-tr'�L ru"` +� r�{ HEIGHT SECTION E-B A • 11. 1;-, - � ,Iz # SLIDING, GLASS. DOOR FRAME ? B SILL J o . s- MAX. SHIM SPACE TWO BY WOOD _ 1-1/9 MIN. BY OTHERS EMBEDHENT INSTALLATION ANCHOR R8 SCREW TWO BY WOOD By OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR I ' SHIM AS REO'D. HOOK STRIP x/ <SEE NOTES) Ac INSTALLATION ANCHOR.1-1/8• K8 SCREW EMBEDMENT CAULK BETWEEN - DOOR FLANGE ,. i SHEATHING SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO CTYP.) STUCCO OR SIDING;, OR SIDING BY ,OTHERS BY OTHERS SLIDING GLASS DOOR _ . _ INTERLOCK - - ... .. .. .. .. HOOK STRIP. DETAIL 2, ig'R STALL µ: µ(PRCV ALLOT 606 r 27 R9 WSTK, INTD. SCREWS MUST BE C7' STALLA M. LENGTH TO ACILL M HIM. EMBEDMENT SU rIctC .iMTOGTHT .7APCON_TrMI tN NBCDmE I7. ANCMGRS AT. Sill MUST BE Di - StfFiCICNt LENGTH TO KHt[vC MIN. CMBEDnEN: (Y-i-I/a• INTO MAS01a1r OR'tOMCRETC ---------- 31 INSTALLATION ANCHOR CHART ON BACK DF THIS SHEET.- - 41 USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MAD L JAMBS. _ SI USE SILICOYIZED ACRYLIC CAULK fCRt PERIMETER SEALAROUND EXTERIOR OF DOOR . 6> IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART USE ANCHOR QUANTITY LISTED VItN KXT LARGER SIZE. FOR TM APPROPRIATE DESIGN PRCSS(RC. REO'D.' -""- """' I - 77. FDR POCKET DOOR SIZES USC.CLOSEST BYPASS DOOR. SI2C L CfWIGUtAtLON TO rIMIsMED OPENING. PLACE INSTALLATION ANCHORS. IN iRONT OF ICOK STRIP '►S SHOWN 8, GLASS. TMICKNESS MAY VARY PER REOUIREMENTS Of ASTH E1300 GLASS CHARTS ' 97 DOOR UNIT IS APPROVE) USING TEMPERCD.G-AS. IN SINGLE GAZED OR INSULATING GLASS. 101 JAMB /'SILL CORNERS ARE to BE SCALED V11H A SMALL AINT':SCAN' S£µER: - II7 SHIM AS REO'D. AT EA SET Or INSTALLATION ANCWRS- MAX. µLOVABLE -SHIM S14CK. TO _BE 1/4'. I ALL INSTALLATION AKMERS MUST BE MADE or CO$MDAoN RESISTANT MATERIALS 2)_ 1VHCRE :X' REPRESENTS MOVING PANEL AND 'O' 2EPRESEN!S FIXED PANEL APPROVED .. COiIGAtATICNS ARE AS LISTED ON. AKHOR CHAT ON BACK OF THIS SMET. 1 EXTERIOR ELEVATION Ia7 1Qt ALL COF1rAA(ATJON; LISTED ABDv£ ARE $M]VN ON THIS DRAWING : HOWEVER INSTALLATION = -- • EMBEDMENT SECtlO1S 'A -A', 'B-t' L MKIK STRIP DETAIL AP°LY TO INSTALLATION CIF µl APPROVED C - I G cow Gt:.ATIONS a A 1-1/4' MIN. 2 PANEL' DOOR SHOWN 157 FLORIDA EXTRUDERS 1000 SERIES SLIDING G.A.S DOOR IS SHOvN THIS PRINT µSD APPUCS TO J' ,....o A p ..... _...... LIBERALLY APPLY CAULKI•'NG UNDER SILL - OR SET SILL IN BE➢ . 9NA. IANCFIOR OF, CONCRETE .. .. A - 3/166* D:ATA?CON. ... SECTION A -A 7 F �eo2 7 DESCRIPTION DATE INI FLORID A: T EXTRUDERS 'SANFORD F.L. TITLE: SLIDING. GLASS : D00R INSTALLATION'WITH' #4'SCREWS" DRAWN BY: BB APPROVED BY: ATE: 12/17/01 !SCALE: NTS jDWG yFLEX0027:SHT I OF " PRr 6 h. PRODUCT L AP1ICA110+ CMGENEERIK- INC- 213 IMICRWTlOMAL ►KvY• =TC 250, HCANi7v. rLO(:DA. 327.6..47-BD5-03L5 r4x 407-80-03u 1000 P.W./DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS IX2X1/8. TUBE MULLION SEALANT B WINDOW FL L MULLION. SEALANT BETVEEN3_ ` NNDOW.14N FLANGES \�#8 X 3/4 SELF. � 1000 S.H. TAPPING SMS HEAD (TYPJ BETWEE WINNDDaOWW FLANGESN SECTION A -A (1) L MULLION 1000 P.WJDESIGNER SILL (TYPJ . #8 X 3/4 SELF TAPPING SMS j-1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN VDVDOV FLANGES - L MULLION u \•-#8 X 3/4 SELF 1000 S.FL TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION - 1000 P.VJDESIGNER .SEALANT BETWEEN SILL (TYPJ NDOW FLANGES MULLION L MULL 3/4 SELF SMS /S I X 4. X 1/8 ��TAPPIJNG / TUBE MULLION u #8 X 3/4 SELF �3000 SR TAPPING SMS HEAD (TYPJ SECTION A —A f51 APPLIA TO 4 r 1000 P.VJDESIGNER 2'X 4"ES TUBE MULLIONS ARE USED SILL (TYPJ AUXILIARY PLATE AIL C - •ffOR ADDrrMN L ANCHORS. VHEN RELIUIRED) #8 X 3/4 SELF TAPPING SMS SHEATHING 1X2X3/8 O O TUBE MULLION _ - INSTALLATION ANCHOR #8 WOOD MULLION SCREW (TYPJ EXTERNAL. MULLION INSTALLATION CLIP TWO BY WOOD #8 X 3/4 SELF BUCK BY OTHERS `-1000 S.Fi - TAPPING SMS , HEAD (TYPJ 1000 P.V./DESIGNER SECTION A -A (2) SILL (TYPJ MULLION APPUES TO HEAD-h SILL WMERE V X 2' -SOOO..P.WJDESIGNER #8 X 3/4 SELF - & I• X 2 7/16' TUBE MULLIONS ARE USED SILL '(TYPJ.. TAPPING SMS DETAIL 8 - #8 X 3/4 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION 716X3/ DCATH04 Irlul TUBE MULLION - �y INSTALLATION ANCHOR SEALANT BETWEEN - 18 WOOD, SCREW IF WINDOW FLANGE (TYPJ, ....... L MULLION .. --NORM CLIP L1 1/8'' MIN. EMBEDMENT I � t tie• NDa EMBEDMENT-- #8 X 3/4 SELF — 1000 S.M. TAPPING SMS HEAD (TYPJ #8 X 3/4 SELF TAPPING SMS DETAIL [� _ SECTION A —A' (4) r-- A l000 sx HEAD (TYPJ _ \ -1000 P.W./DESIGNER 1 A J SILL (TYPJ SECTION A —A (7) #8 X 3/4 SELF »�( ptB•®, T' TAPPING SMS I X 4 X 3/8 1�,Lo'i��H Y9 TUBE MULLIOML��� aSi: u v 1� FLORIDA. EXTRUDERS INTERNATIONAL, INC SANFORD..F'LORMA '--08 X 3/4 SELF Iwo S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (6) 2002 TITLE: St-R. : 1000/ 1500 E I N SHEET 1 .OF . 2;; -TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET .2 OF 2).FOR DESIGN PRESSURE -CAPACITIES.. DRAWN BY: MSH T APPROVED' BY: DATE:2/6/02 SCALE:NTS - DWG.: 1HMFINTR TYPICAL MULLION TO CONCR*E O .IAMB SEALANT BETWEEN 1000 P.V./DESIGNER SEALANT WINDOW FLANGES (APPLIES TO JAMB WHERE 1- X 4- DETAIL B I MULLION 10a0 P.W./DESIGNER SILL CTYPJ k 2' X 4' TUBE MULLIONS ARE USED) SILL (TYP.) Q #8 X 3/4 SELF IF #8 X 3!4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY BY OTHERS I 1 X 2 X 1/8 1 X 2 X 3/8 - - INSTALLATION ANCHOR 3/16' DIA.' TAPCON SCREW ANCHOR CTYPJ a TUBE MULLION TUBE MULLION i EXTERNAL MULLION ' SEALANT BETWEEN ONE BY WOOD INSTALLATION CLIP WINDOW FLANGES L MULLION '�' iTRAL FLO.�A B.O.A.F. BUCK BY OTHERS MANUFA j Q 9+7 RUDERS #8 X 3/4 SELF #8 X 3/4 .SELfSMR �,+ MULLION - 1000 S H TAPPING SMS load S.H. TAPPING SMS HEAD CTYPJ HEAD CTYPJ SEALANT BETWEEN SECTION A -A (2) 77 WINDOW FLANGES SECTION A -A (1) a MULLION /D V 1000 P:. ESIGNER 1000 P.W✓DESIGNER L P.V./DESIGNER r SILL CTYPJ SILL CTYPJ. /{ SILL CTYPJ Q #8 X 3/4 SELF #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X'3/8 TAPPING SMS 1 X 2 7/16 .X 1/8 2 X 4 X 3/8 TUBE MULLION L 1 BED MIN. TUBE MULLION TUBE MULLION EMBEDMENT _ SEALANT. BETWEEN .. WINDOW FLANGES - ....: SEALANT BETWEEN ... .... -- :' a MULLION WINDOW FLANGE a MULLION If #8 X 3/4 SELF #8 X 3/4 SELF \ Lr A ` 1000 S.M. TAPPING SMS 1000 . S H TAPPING SMS HEAD CTYPJ HEAD CTYPJ SEALANT BETWEEN SECTION A -A (3) SECTION A -A (4) . WINDOW FLANGES ' #8 X 3/4 SELF a MULLION TAPPING SMS Joao P.W./DESIGNER . r1000 P.W./DESIGNER . SEALANT BETWEEN . ' SILL CTYPJ WINDOW FLANGES r SILL CTYPJ 1000 S H _ j #8 X 3i4 SELF a MULLON r #8 X 3/4 SELF HEAD CTYPJ Fi FVAPON TAPPING SMS TAPPING SMS 1 X 4 X 3/8 SECTION A —A � VIEWED FROM EXTERIOR 1 X 4 X i! 8. :.. . TUBE MULLION TUBE MULLION INTERNATIONAL, . INC FLORIDA EXTRUDERS- sArrFDxn, !Fl,oxmA , _.� . TIT ;SER. 1000/1500 FLANGE SHEET 1-OF.2 I TRIPLE°HORIZONTAL MULLI❑N SECT I❑NS SEE OTHER SIDE <SHEET 2 OF 2) FOR #8 X 3/4 SELF #8 X 3/4 SELF DESIGN, PRESSURE CAPACITIES TAPPING. SMS TAPPING SMS 1000 SQL 1000 S•H 9 �� DRARN HY: M$H APPROVED BY:'_ .. HEAD CTYPJ HEAD CTYPJ SECTION A"L `(5) . . '_- _ _ ,-SECTICN �A-A (6). DATE:2/6/02 SCALE: NTS _ DwG 1HMFLGTR 3000 P.W✓DESIGNER 1000 P.W./DESIGNER APPLIES TO HEAD do SILL WHERE 1' X 4' r SILL .(TYPJ SILL (TYPJ AUXILIARY PLATE . 2� X 4' TUBE MULLIONS ARE USED 1 (FDR ADDITIONAL ANCHORS; WHEN REQUIRED) DETAIL C #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS SHEATHING 1 X 2 X'1/8 -- IX2X3/8 G ( TUBE MULLION TUBE MULLION — — r INSTALLATION ANCHOR #8 WOOD SEALANT BETWEEN SCREW (TYPJ WINDOW FLANGES�� _ L MULLION - - - - EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD SEALANT BETWEEN BU K BY OTHERS #8 X 3/4 SELF #8 X 3/4 SE y` WINDOW FLANGES 1000 S.H. TAPPING.SMS 1000 SA TAPPING SMS n ' r RMA •A.F^ L MULLION - cat+117 �1JB; iL�'lr a aia�..�l, HEAD (TYPJ HEAD (TYPJ R MULLION SEALANT BETWEEN . A WINDOW FLANGES .SECTION A —A (1) SECTION —A (2)Fto��� U ERS - L MULLION 1000 P.W./DESIGNER GNER 1000 P.W./DESI�R ya /. (O DEI5it�1 SILL (TYPJ SILL (TYPJ 1f '. #8 X 3/4 SELF #8 X 3/4 SELF 3000 P.W./DESIGNER R r� r-- A TAPPING SMS TAPPING SMS SILL (TYPJ 1X27/16 X 1/8 1X27/16X38 l / A / TUBE MULLION TUBE MULLION #8 X 3/4 SELF t_ _TAPPING SMS - - 2 X"4 X 3/8:. TUBE MULLIONi I SEALANT BETWEEN i 1 1/8' MIN VINDOW FLANGES 444...--- L„MULLION EMBEDMEN FI FVATbN SEALANT BETWEEN =:- ._ VIEWED FROM EXTERIOR WINDOW FLANGE .. L MULLION - _. .'. __ .:_. _. _ DETAIL 8 APPLIES TO HEAD & SILL -WHERE 1' X 2' . k i' X 2- 7/16- TUBE MUU.IONS ARE USED #8 X 3/4 SELF #8 X 3/4 SELF nc aNc i `-1000 S H TAPPING: SMS IOOO S FI TAPPING SMS HEAD (TYPJ HEAD (TYPJ _ _... SEALANT BETWEEN SECTION A -A (3) SECTION A -A (4) INSTALLATION ANCHOR WINDOW FLANGES 0 WOgD SCREW L MULLION CTTP.) - 1000 P.W./DESIGNER SEALANT BETWEEN 1000 P.W./DESIGNER `\ HOR17 CLIP' SILL (TYPJ WINDOW FLANGES; SILL (TYPJ `#8 X 3/4 SELF . &.MULLION TAPPING SMS #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS- TAPPING SMS IODO S.H. SECTION' A —A (%) 1. Lee- MIK - FLI! 1 X 4 X 1/8 1 X 4 X 3/8 HEAD (TYPJ TUBE MULLION - - TUBE MULLION EliBEDnENT EXTRUDERS INTERNATIONAL, EDA _ FLORIDA.. SANFORD, FLORIDA TrrLE: SER. 1000/ 1 SOO: FIN SHEET 1 OF ,2 -TWIN `HORIZONTAL MULLION SECTIONS' :SEE OTHER SIDE (SHEET-2 OF 2) FOR #8 X 3/4 SELF #8 X 3/4 SELF; DES I GN,, PRESSURE CAPACITIES TAPPING SMS TAPPING SMS — = 1000 S H .. < 1000 S.M. HEAD CTYPJ .. HEAD ZTYP.).. � B r Q ZQOZ '; . RAWN BY: MSH APPROVED, BYI SECTION A —A (5) SECTION A —A (6) 'r-'DaTE:2/6/02 SCAU:NTS DWG.: 1HMFINTW SEALANT BET.,,;E_N WINDOW FLANu£S 6 MULLION tO;C F.W1ZIESIGNER . 1 S!L t T YP ) r8 X 3/4 SELF \ / TAPPING SMS j r:x2X 1/8 %-_-S MULLION \� SE ANT Bc+kE_'1 .I WINxW FLaNG£S- i MULLIC-N %_46 X 3/4 SELF \,_LTAPPING SH '^20 S� TA a S EMD ) SEA ..N - LtNMJ LAN:ES SFQTlQNA-A ( 1 ) r1000 P.W.YD.SIGNER SILL (TYP) i AS X 3/4 SELF \\ TAPPING SMS I X 2 7/16 X I/6 \ BUY 1 / TUBE MULLIOs SEALANT BETWEEN WINCUW FLAN•'•ES- k MULLION 1 TYPICAL MULLION TO CONCRETE 0 JAMB r10Cu P,V-/DESIGNER i (AFPUES TO JAJVS WHERE 1" X 4' Q-1 yr j STLL <TYP - jd; 2" X 4' Tu?E MULLIONS ?R: USED) n> x 3/4 SELF i ;APPI+NG SMS I CONCRETE OR MASONRY t 1 BY ❑THERE 0 X 0/ i b ss.7� {��i� p nn . ♦ 7� { .. ynrtt` (YNTI Salmi S Y'LYSZ+��HI.71.®v�Y'. -{ BU..+c OTHERS � i U ALC=� NAM: { ��—�B X / S= - �p,elD9 v ER IC a + TAPPING SMSL S_Cl,oN 'A —A ( ) :OCC /D£S:OPiER nr0.a/CES:GtiER •- i ( i; { SILL <TYP.) L CI_r A �TAPPING SMS -1,0 X 3/4 SELF -� i X 2 7/16 X 3/c / TA°PING SMS r- INSTALLATION ANCHOR 3/16' D1A. TA, SCREE`/ AN0-."_R'(TYP_' EX Ti ERNAL MULLION INSTALLATION CLI.'J. . -� MULLION TUBE MULLION 2 X 4 X 3/8 --f I, 1 1/4' MIN. ,. N SEALANT BETWEEN WINDOW FLANuE.- r.U._1CN ,\-t8 X 3/4 SELF V \ - 8 X 3/4 SELF — I000 S.H. TAPPING SHS \—1000 S.H. TAPPING SMS HEAD (TYP.) ..:.AD (TYP.) SEALANT BETWEEN SECTION A -A \ l3, SECTION A- —A (a) VlN=w FLANGES L MULLION P.W./DESIGNER SEALANT BE7'.'E=N r-'•000 P.W./DEESIGNER . - .r1000 S LL (T YP.) .. WINW., FLANGES i SILL .TYP.) S 4ULLiDN I A' X 3/4 ScLF � i --ti2 X 3/4 SELF TAPPING SHS 1 X 4 X 1/8 TAPPING SMS I X 4 X 3/8 /r -. " \—t8 X 3/4 SELF �% �!S X 3/A SELF 1000 S.H. .TAPPING SMS-... S.H. lApPiNG SMS t-- HEAD (TYPJ nEADr Y . •-� cT.QN A A l5` cc'CTiON A —A F1 J� R8 X 3/4 SELF TAPPING SMS — IDco SH. HEAD "YR., SF- CTION A —A (7 i ^Fi AP_ B� - y \.f ELEVATION I V1 WED FROM EXTERIOR f TITLE: SER .. ICC) 0/ i. 00 FLANGt SHcET 1 GF 2 I i TWIN' HORIZONTAL MULLION SECTIONS /� - C' - J ' DESIGN PIRCSSURc CAPACITIES. F 1,2 'DRAWN BY: M S H APPROVED BY: E l3 15 20,32 DATE:2/4/02 scALE NTS ' DWG.. HMFLGT'W /7 1000 P.W✓DESIGNER 1000 P.W./DESIGNER AUXILIARY PLATE APPLIES TO HEAD do SILL WHERE 1" X 4' SILL (TYPJ SILL (TYPJ *FOR ADDITIONAL ANCHOM VEN REQUIRED > k 2" X 4 TUBE MULLIONS ARE USED 0 #8 X 3/4 SELF #8 X 3/4 SELF AI C TAPPING SMS TAPPING SMS _ SHEATHING O O I X 2 X 1/8 1X2X3/8. -- TUBE MULLION TUBE MULLION . INSTALLATION ANCHOR #8 VOOD .SEALANT BETWEEN WIN➢OW FLANGES. 0SCREW (TYPJ.. L MULLION _ .. EXTERNAL MULLION CEN'TMU FLGPJDA B.O.A.r"O BY wOOD INS TALLATION CLIP SEALANT. BETVEEN - - .. _. CK BY. OTHERS - - - WINDOW FLANGES: TAPPING SMS SELF TAPPING SMS LF r. L MULLION 1000 S.H. loon S.H. MANUFACTURER N HEAD (TYPJ HEAD.(TYPJ MULLION SEALANT BETWEEN OR/DR- � WINDOW F,tY7P LANGES SECTION A —A (1) - SECTION A -A (2) - L MULLION SE... h�P..STE.��ER..E rIOOO..P.V✓DESIGNER 1000 P.W./DESIGNER - SILL (TYPJ SILL (TYPJ llmm-C- r--- A #8 X 3/4 SELF #8 X 3/4 SELF 1000 P.V✓DESIGNER - TAPPING SMS . - TAPPING SMS SILL (TYPJ �. 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 / TUBE MULLION TUBE MULLION L_ A #8 X 3/4 SELf.. ... �. 9 TAPPING SMS 2 X 4_X 3/8 SEALANT BETWEEN TUBE MULLION WINDOW FLANGES L 1 1/8' MIN. L MULLION. - - EMBEDMENT FLFvAnoN ...... SEALANT BETWEEN .. VIEWED FROM EXTERIOR WINDOW FLANGE . ... .... L MULLION.' .APPLIES TO HEAD t SILL. WHERE I"..X 2 _.... DETAIL B t 1X 2 71115 TUBE MULLIONS ARE USED \—#8 'X 3/4 SELF #8 X 3/4 SELF �1000 SA ..,TAPPING SMS �-1000 S. TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) STALunDN.AMCHQR :. WINDOW FLANGES - w-VOOD SCREW .. ... L !#1lLION - - ... .. CT7PJ .- 1000 P.W✓DESIGNER SEALANT BETWEEN 1000 P.W./DESIGNER HORIZ CLIP SILL (TYPJ WINDOW FLANGES SILL (TYPJ ' #8 X 3/4 SELF L MULIIOM - TAPPING SMS #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS l000 S.H.SECTION A —A (7) 1 X 4 X 1/8 _ - 1 X 4 X 3/81 ve, RIK TUBE MULLION T TUBE MULLION HEAD CTYP.) EMBEDMENT - - FLORIDA EXTRUDERS. SANF RD, FLORIDA-INC,..:........... SANFORD,. FOA TrrLE: SER.:. 1000/ 1500 FIN. SHEET 1 :OF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF 2) FOR #B. X 3/4 .SELF #8 X 3/.4 sELf DESIGN PRESSURE CAPACITIES . _ TAPPING SNS, TAPPING SMS' 1600. S.M. 1000 S.H. - HEAD (TYPJ-- HEAD (TYP.) , r k s DRAWN BY. MSH APPROVED. BY: c 9 tUC2, SECTION A —A 5 SECTION —A (6) DATE:2/6/02 scAtE: NTS DWG.: 1 HMF I N r 000 P.V./DESIGNER V'_L (TYP.) ue X 2/4 SELF 7AP?iNG SMS t k � X if8 i / TL'cc 'iJLL:�N. . SF.ALAN7 3ETV�_N ViV]C+r FLANGcS- L M�LLuN II \' SCAL.ANT ?=TVEE41 vIND FLANGES \ '�-Ae X 3/4 $_�• - . T�?rI^i: SMSI d-m - SEALRNT B_rT;UN WINDOV FLANGES SECTION .A —A /? !000 P.W./DESIGNER SILL (TYP.) e X 3/4 SELF TAPPING SMS /- ) X 2. 7/16 X 1/8 f\nrslr___u_lml / TUBE MULLION SEALANT B£TVE£N WINLIiV FLANC•ES- L- _ L MULLION - �—ue X 3/4 SELF �lOGG S:H. TAPPING SMS HEAD (TYP.) SEALANT SETYEEN S CT!ON A —A (3) ;iMOV FLANGES L WULLION 1000 r P.V /DESIGNER SEALANT, BETVEEN SILL (7YPJ WINDOW FLANGES; i 6 X 3/4 SELF L MULLION TAPPING SMS l-I X 4 x lie WEL MI.iLILIN TYPICAL MULUCN TO CONCRET= 0 JAMB SILO P:r'./DESIGNER Jr SILL (i YF.) � (AcPL'ES TO JA•:!B Y/HERE 1" X 4" 1 L 2" X 4" TUB: MULLIONS ARE ';SEC) Q 1 ! I —9A X 3/4 SFI.F �. TAPPING SMS •� CONCRETE OR MASONRY EY OTHERS . 1 i x_ X 3;E I t _ _ L_ ! BY. OTHERS I i CENTRAL. FI,®RM.A B.O.A.F. � iC,Cn S's TA?PIN_ SMS MANU. � VYB�R-, i f HEAD (T`;•P., 62�R/LA FXTRuDERS S?= CTI NN' A —A (2MSTM r-1000 P.W./L__, GNER j SILL (TYP.) ff I 5c X 3/4 SELF 000 P,V./DESIGNER i a��rL TAPPINu SMS / i x 2 7/16 X 3/8 �I SILL (TYP.). TUB= MULLION 1 T ex 3/4 SELF E. TAPPING SMS j � 2X 4 X3/8 TUBE MULLION SEALANT BETS«EEN VINDGV FLANGE - L NULUOU- \-- ee X 3/4 SEL_ �— SILL S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4) - IG00 P.v./LESIGNER SILL (TYP.) \—k8 x.3/a SELF r—k8 X 3/4 SELF TAPPING SMS TAPPING Sr.$ 1 . x 4 X 3/8 \ SEC, ION A —A, (7) - I00C S.H. /-- DETA; _ _r -iNSTALLATI.ANCHOR 3/16' DIR N TAPCGN SCiEV ANCHE :7 .iY=.) EXTERNAL MULLION INSTA• .A T rON CLIP M:L_IeN MIN. I✓ENT . DETAIL .F . . ELEV.ATi0N V;EWEO`fROM EXTERIOR V ITITLE: SER. .1000/ 1500 FLANGE SHEET • .1 O n r n�IT 1 -1.: :! LION -T I Hu zL:. �� sI= ❑hS S=L J I -LK S. J;. \ JriLLT G Or '.2i f um �08 x -3/4 SELF `\ ��-Y:_ x 3/4 $E� - j DESIGN PRESStikS _ L.AFA.O I TIES _ \ TAPPING SMS 000 $ r. -- 1 SF's - i00D S F . i' HEAD (TYP.) HEAL ("fF.) iDRAWN BY: Vf SH. APPROVED BY: ^ /�). S _-TION A --A (6" i -d 3 �}1n q DATE:rf' 102 SCALE: tiTS. DWG.: I Hv.F [-:Ct _...-....... ._. _ EEC; GON.ItA . ( LJS L.... __ ... /5 1000 S.H. i X 2 X 1/8 1000 S.H. I X 2 X 3/8 JAMB (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION #8 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPING SMS 2 X 4_ X 3/8 SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION .,VINDOV.FRAME WINDOW FRAME- . _L MULLION A MULLION- . #8 X 1^1/2.SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS _SECTION A -A (1) SECTION -A—A .(2) 1 X 2 7/16 X 1/8 1000 S.H. 1000 S.H. TUBE MULLION 1000 S.H. I X 2 7/16 X 3/8 JAMB (TYP.) JAMB CTYPJ, JAMB (TYP.)TUBE MULLION #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS 1000 S.H. JAMB (TYP.) SEALANT BET WINDOW FRAME . L MUl.L9ON #8 X 1-1/2 SELF TAPPING SMS SECTION' A-A(3) 1X4X1/8 TUBE MULLION 1 1/8' MIN. EMBEDMENT TWO BY WOOD BUCK BY OTHERS MULLION #8 X 1/2 SELF TAPPING SMS �tlii9i� I~i 1 99oTB10 , #8 X .1-1/2 SELF WINDOW BETWEEN SEALANT BETWEEN TAPPING SMS L MULLION WINDOW FRAME 'MULLION- SECTION A -A (7) . #8 .X 1-1%2 SELF TAPPING SMS DETAIL C SECTION A—A(4� ` 1X4X3/8 �,• TUBE MULLION �•Q• 'FLO's� A X-` 1000 S.H. �RlD r IAM4 lTYP /- #8 X 1/2 SELF TAPPING SMS DETAIL C \ '-.--SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP APPLIES TO HEAD do 51LL WHERE 1 X 4' & 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1'. X 2' & 1' X 2 7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL #8 WOOD SCREW (TYPJ SILL CLIP 1 1/8, MIN. EMBEDMENT. sNutM(Nc -�- vaDD iRAMDY AUXILIARY- PLATE (FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) O . O_ O #8 SELF TAPPING \/ SMS (TYP.) r `— DETAIL B MULLION k8 X lit SELF ELEVATION TAPPING SMS VIEWED FROM EXTERIOR SEALANT BETWEEN WINDOW FRAME ti MULLION \:#8 SEALANT BETWEEN WINDOW FRAME 1 MULLION X 1-1/2 SELF #8 X.,1-1/2 SELF TAPPING SMS TAPPING-SMS . SECTION A--A(5) SECTION' A —AA FLORIDA EXTRUDERS o�x0° oRmn TrrImSER. 1000/1500 FIN SHEET. 1. OF. 2 VERTICAL MULLI❑N SECTIONS ' 1 F 32002 SEE OTHER S I DE ( SHEET 2 -❑F 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY DATE:2/6/02 SCALE:NTS DWG.: 1VMF`IN /y JAMB (TYPE !-> X c" X 1/8 "JB= MULLzwN, JAV1 (TYPJ -E X 1/2 SELF TPP. INC SIMS 1X2x3/8 TUI:E 4L'LLION 88 X 1/2 SELF TAPPING SMS . \.�_. SEA'LA,T. 3`ti ESN ' �— ac Y —I/� SE✓ SEC—!OI•; -A—A iL i r.1 X c 7ii6 x 3/8 1010 S.H. —t lOC^ S.H.' 1 UBE MULLION JAM: (TYPJ ' JAM3 (TYP.), I / I.. �S X 1/2 SELF TAPP.NC SMS 10= S H. JAMB (TYP, • SEAL.ANT B 4EC-i - L MUL_ILN TAPPI'v SMS StCTIQN A —A. : 1) i X- c 7/;6 x /E TUBE .MULLION ,. SEALANT BETWEEN WIN1)i1' V FLANGES L MULLION - #8 X 1-1/2 SELF TAPPING SMS - S_•C110N A -A l.5•1 �1 X 4 X 1/E TU'E MULLION JAM,3 ( T YP-) n8 X I/2 SELF TAPPING SMS \ e SEALANT BETWEEN VIN➢OV FLANGES. L MULLION `-X8 X i 1L2"SELF TaPPIN„ sMs ter` TiOtiu-A ....J). 1 r--i ONE EY VOOD__ Oc AIL 'C L SUCK BY GTnEKS r-hCRE P.AS��N.RY `EY GTr �S - I 1/A• MIN, 4 ��f Q cM r MC T ..P�L.. n Q' f I <. TAPCIN SCR \. A C=CR < Y=' c k4 X MULLION i + S•�7 _a'__h � CAL M +Gti L CON K f. H AJ I Mil:. CN d fr ;:LIES r+cAD & SILL WHiRE 1 X 4 y/. JAMB-(TYP,)• ,j _IAi 18 x I/c SELF i ! r INS ALLATION ANCHOR X 1/2 SELF APPINf S^S T C, • 3r. DtA. AG cN TAPPING SMS I + SCREV ANCHDR iYPJ ..� k8 X I-1/2 SELF SEALANT BETWEEN SEALANT BETVEEN TAPPING SMS VIN➢n_VIOFLANGES (- 1l/a MIN. VIN➢CW FLANGES L.MULLK Q `EM3FUM NT L MULLION �TAPPING,:SMS SELF' DETAIL r PRECAST SILL BY C,Fk'RS 1 C i ti ',-A (4) j Y G! !XIf !ZRY P! ATr ! R ADD TI NAL ANCHuRS, L•- Y R>_DUIR D).. . 1 X 4 X 3/8 _ TUBE MULLION FL r _ _ A A. I SMS (TYP.) + - — DETctf_ F. i ELEV.6,T10 ! I E) i s8 x 1/2 SELF I VIEWED rnOh.' EXTcR;OR TA ?PING SMS ---- --- --- FLORIDA EXTRUDERS sArrFR oRn° AL, U� ;TITLE: SER. 1000/i,530" FLANGE SHED T 1 OP "c VED< _ y_ MUL +Iv SECTi.(jlvS "\ - SCALANT'?ETVEEN Scr. OTHER SID._C SHEET- "Dr' 2) rGIR 41N90W GIANC_S i .. L MUL!.10N ' #8 x 1-1/2 SELF DESIC'�i PRESSURE, CAPACITIES' TAPPING SMS ft1 'DRAWN BY•MS! FEB 1 APPROVED B - ..:;� _.... . _. PRO Y 5 "�L2 1,,,; L.I10 v ~—� -= !DATE:/1 /C'C SCALE._, T S DWG.. L ; -- ao /--1 x 2 Y. I /S lece S.H. I x 2 x 3/6 IQGG.S-H, ' iuB_ MUL_I0N Jgya C'YP.J .� / tE MU_"GN _AMB .TYP.J V'1 / i � 1 «E X = SELF it6 X 1/= S; LF - X. 4 X .3/6 i TAPFi,.G`SMS Tp. Pitiu' SMSTuBE —\ E`c 7 c Y ; / \ S A sc zN " \ • WTNLIW FLgh •G$ •r \. c Wl..uu'J t -'L C .. �... R.... J( I-i/G 5-... i 6 +!L_Lf7N 1- uE :/2 S :--Iut. SELF 'ePciNG S!?i o TAF' * TiON A —A (4, SMS _ �C I t tV.. �,-:4 f?. j T X 2 7/16 x 1!9 X 2 7/ 1E X 3/E k= I ilK MULLION' Ice s. - UBE M:n _iCN— JAMB (TYP.) JAMB I #6 x 1/2 SELF 06 X 1/2 SELF TAPPING SMS I�— APPING SMS 1: ✓�:Aii_ C TYPICAL TO HGK'ZGNTAL MULLION TO MULL'CN i iX CiR 2X PULL i I INITERNA_ CLIP -:N SMS i !X OR 2X MULL ,-T:Yp:) riNSTALLATI ANCtCR SEALANT S:TVEEN i ' 3/i- VIA. - A.-Cn-y VTNDOW FLANGES 1 / p8 X 1-1/2 SELF '� _ ( SCREW ANCHOR 'TYP.J 6 M'UL:_ION TAPPING SMS I• SECT10N A —A ; 7) ( ± —sl_L , , �y '/a•MIN. EN -CMENT „ PRECAST SILL BY OTHER SEALANT BETWEEN - SEALANT BETWEEN i'=-'L `�-� - 6UXUARY PLATE - WIN➢CIW FLRN{oES- Wl`t 0W FLhNG_S - R X 1-1/2 SELF i — I rr- c c L MULLION .6 MULLION 8� —�{ - (F.K A3r.TIONAL.ANCHELgS WHEN x�t)_IR:u2 �#e x I'1/=. c_ TA, .N� S..S 0-1 PT .� 14 I TAPPING SMS. A T ... SECTION P-F. ���T.o,, o-a ;4) i i !I F, Tj i _ '' I A-- X 4 X 1/E -1 X 4 X 3/8 TUBE MULL ION TU"' ' LIEN .�®AC;El r. TAPPING _ 3—i I M t0ti "" A � T �,� S.H.,QA ��T�+tt� ELE,/_-it�N I C1 lace s.H icce / r^•u . Ex: ERicR JA mg �F INTERNATIONAL, INC #6 X 1/2 SELF tt6 x 1/2 SELF FLORIDA -EXTRUDERS SANFORD, FLORIDA .........TAPPING SMS ..�TAFPiN� SMS ITLE:SER 1000/1Su% FLANGE SHEET-. VER.TICA� MU•_Li-IN .INTO HORIZ'JNTA SEALANT BETWEEN SEALANT BETWEEN 1 SLL ❑THER S I Dc* < SHEET 2, O 2)� "� OR.: WTNEOW FLANGES WINmv FLA%, RL' X 1-1/2 S-; 1 ..E �.. .-. T , L MULLION 6'Mu 1QN. . TAPPING SmS DES i Gh PRE CP.PRC I T, ES �-#9 X 1-1/2 SELF r- nj ii C.. TAPPING SMS S�t� 0^. x,-P. ��" FEB 15 L _ DRAWN BY: MSH' APPROVED HY:' SECTION, A—� - DATE:i'/�iG% SCALE N' f J DWG.: 1 VMrJMt,LG.. 3/ SEALANT BETVEEN WINDOW FLANGES L MULLION 2000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS i X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN AL 11' WINDOW FLANGES - a MULLION '--#8 X 3/4 SELF 1000 S.I;t TAPPING SMS HEAD (TYP.) SECTION A -A (1) APPLES TOHEAD & SILL WHERE I' X 4' AUXtuaav PLATE AIL& 2IX 4_ TUBE MULUONS ARE USED 2000 P.W./DESIGNER [laFOR ADD ITMNAL A"cHcRs_wmEN REourna) SILL (TYP.) 0 . #G X 3/4 SELF SHEATHING TAPPING SMS I X 2 7/16 X 3/8 O O -- �TUBE MULLION j- INSTALLATION ANCHOR #8 WOOD MLL�M / SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY 'OTHERS #B X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) L�� 00 P.V./DESIGNER SECTION A -A (2)LL (TYP.) #8 X 3/4 SELF TAPPING SMS . 2,X 4 X 3/8 TUBE MULLION FLORM SEALANT BETWEEN .� n pj`, i, ... WINDOW FLANGE N tit V � ��"•' L NULLION "° SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION ... 2000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X4X1/8 C \ ` TUBE MULLION .. DETAIL C—\ #8 X 3/4 SELF TAPPING SMS 2000 P.W./DESIGNER 1000 S.H. SILL (TYP.)HEAD (TYPJ #8 X 3/4 SELF SECTION A -A (5) TAPPING SMS I X 4 X 3/8 . -j TUBE MULLION #8 X 3/4-SELF #8 X 3/4 SELF 1000 S H ,TAPPING SMS 1000 S.M. TAPPING SMS HEAD (TYP) :HEAD (TYP.) SECTION A -A (3) "SECTION A -A• (4) MULLION., .. APPUES TO HEAD h SILL WHERE I' X 2' & V X 2 7/I6' TUBE MULLIONS ARE USED DETAIL SHCArNm rx 1NS TALLATION ANCMDR .. t8 VmD SCREV (TYPE MDRO:. ELrP . Ll 1/8' MIN. EMBEDMENT I �I in; MEN. EMBEDMENT A FLORIDA EXTRUDERS �o�° oR'N Tnu=SER. ' 2000 FIN SHEET i ❑F• 2 i#I-Rt HORIZONTAL MULLION SECTIONS YKIPiF -` .. _ . SEE OTHER SIDE (SHEET 2. OF2)' FOR DESlGN.TRESSUREzPCAPACITIES - . DRAWN BY: MS APPROVED BY. DATE:2/6/.02 I SCALE:NTS DWG.: ''2HMFINTR 2000 P.W./DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8- TUBE MULLION SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES - WINDOW FLANGES L MULLION L MULLION #8 X 3/4-SELF 2000 S.H. TAPPING `SMS HEAD (TYPJ SECTION A —A (1) TYPICAL MULLION TO CONCRETE'® JAMB (APPLIES TO JAMB WHERE I' X 4' DETAIL 8 a do 2' X 4' TUBE MUWONS ARE USED) • 2000 P.W./DESIGNER C� F� t�. �•®•�g • SEALANT.BETVEEN �1 .1/4 MIN. - E�u 4 WINDOW FLANGE EMBEDMENTiTR _ - _ _ .....awTVDI<1•I'.2R1: L MULLION _... . nr rims J1'1J I i `1 X 4 X 1/8 1 X 4 X 3/8 ELEVATION TUBE MULLION TUBE MULLION VIEWED FROM EXTERIOR ` INTERNATIONAL, INC SEALANT BETWEEN'' 'WINDOW FLANGES ..- F:L;ORIDA EXTRUDERS-..sANFORD, FLORIDA L -MULLION.. ._. ..: TITLE: SER „ 200Q FLANGE : SHEET 1-'❑F` 2 LN TRIPLE H❑RIZONTAL MULL ION.,SECLIONS. . #8 X 3/4 SELF #8 X 3/4 SELF .:. TAPPING SMS' TAPPING SMS SEE OTHER SIDE C SHEET` 2 ❑F .2) FOR 2000 S.H V2O00 S.H. HEAD (TYPJ HEAD (TYPJ DESIGN' PRESSURE'CAPACITIES SECTION A=A (3) SECTION A —A (4) 18 $ 2001 DxAxN BY: MSH APPRovEn. BY , .... . .:... ..... .. _ .., _�. __ DATE:2/•6/02:.....;. scaLE.NTS- DirG:::�_2HMFLGTR-- -�9 2000 S.H. JAMB <TYP.I 1 X 2 7/16 X 1/8 2000 S.H. TUBE MULLION JAMB CTYPJ J u h\ SEALANT BETWEEN VINDOV FLANGES L'MULLMN QUAIL 1 X 2 7/16 X 3/8 TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION TUBE MULLION 1X OR 2X MULL #8 R 1/2 SELF #8,X 1/2 SELF INSTALLATION SCREW i TAPPING ,SMS TAPPING SMS INTERNAL CLIP 2.X 4.X 3%8 :. TUBE MULLION: SEALANT ,BETWEEN WINDOW FLANGES. #8 X 1-1/2 SELF TAPPING'SMS 2000 SN JAMB (TYP) "• " -_.. —+ 1X_ OR MULL .. L- MULLION #8 X 1-1/2 SELF .:2X.. TAPPING SMS.: _ AI _.. - #8 X 1/2 SELF INSTALLATMN ANCHOR SECTION A —A (1) SECTION A —A (21 TAPPING sns 3/16• DIA TAPC@! _. CTYPJ IF� 1X4X1/8 TUBE MULLION TUBE MULLION �E SEALANT BETWEEN WINDOW FLANGES L MULLION APPLIES TO HEAD & SILL WHERE T' X 4' k 2 X 4" TUBE MULLIONS ARE USED AUXILIARY PLATE FL�IJ"�:lli?A B,a•,V.?�,3', tfOR ADDITIONAL ANCHORS. WHEN OU REIRED) AIL '�1i�luti.rt.. O MANUA,C+arltiEi R NAM S SHEATHING `GovfIDA- prTlY VD - M`I�jR iF # AS -� I 1 .. INSTALLATION INS ON ANCHOR #8 WOOD :.. MULLION, - ' 'SCREW � <TYP 2000 P.V./DESIGNER 2000 P.W./DESIGNER '(TYPJ Q . SILL CTYPJ SILL NAL MULLION #8 X 3/4 SELF #8 X 3/4,SELF -INEXTSTALLATION CLIP TAPPING SMS. TAPPING SMS TWO BY WOOD BUCK BY OTHERS - I X 2 7/16 X.1/8 TUBE MULLION 1 X 2. 7/16 X 3/8 TUBE MULLION .- F;; MULLION SEALANT BETWEEN WINDOW FLANGES ��� L MULLION .. - ... - 2000 P.W./DESIGNER. . I7ETAhC r•-- A SILL (TYP.) #8 X 3/4 SELF #8 X 3/4 SELF L' A / -HEA S.H. TAPPING SMS 1000 S.H. TAPPING SMS #8 X 3/4 SELF TAPPING SMS HEAD (TYP.) HEAD CTYPJ 2 X 4 X. 3/8 SECTION A -A (1) SECTION A -A (2) TUBE MULLION I 1 1/8' MIN F�.-- EMBED EN ELEvanoN SEALANT BETWEEN VIEWED' FROM EXTERIOR . ..WINDOW FLANGE . - -. L'MULLION ' .... ' -:�. " . - . • - .. ... APPLES To HEAD. & .SILL WHERE 1' X 2" 'Q' '�@_...g.1•_.X-2 . .. .._. ._ ... 7 1V--TUBE-MULJONS ARE USED SEAUNT BETWEEN SEALANT BETWEEN D+srALLAnaN ANCHOR vtNDOv FLANGES vlNnOv FLANGES #a wan SCREW L MULLION L MULLION'2000 P.V./DESIGNER 2000 P.W./DESIGNER #8 X 3/4 SELF �`Naatz CLIP SILL (TYPJ r SILL (TYPJ TAPPING SMS #8 X 3/4 SELF r #8 X 3/4 SELF f TAPPING SMS TAPPING SMS 1000 S.H. SECTION A -A (5) 1 vs- min / 1 X 4 X 1/B . 1 X 4 X 3/8 HEAD CTYPJ EMBEDMENT TUBE MULLION TUBE MULLION INTERNATIONAL, INC FLORIDA EXTRUDERSSANFORD, FLORIDA �.� SER 2000 FIN SHEET 1 OF .2 ... TWIN HORIZONTAL MULLION :SECTIONS V SEE OTHER SIDE (SHEET..2 ❑F.2) FOR #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS. TAPPING SMS 1 ^ DESIGN PRESSURE CAPACITIES , 1000 S.H. 1000 S.H. EB zC[?1 HEAD (TYPJ.. HEAD (TYPJ DRAWN BY:MSH APPROVED BY:': SECTION A -A (3) SECTION A' A (4) DATE:2/6/02 scAls: NTS DWG.::- 2HMF INTW SEALANT BETWEEN WINDOW FLANGES' & MULLION TYPICAL MULLION TO CONCRETE m JAMB (APPLIES TO JAMB WHERE 1' X 4' AI Ec 2' X 4' TUBE MULLIONS ARE USED) _ Q 2000 P.W./DESIGNER ' 2000 P.W✓DESIGNER' L SILL (TYP.) SILL (TYP.) #8 X 3/4 SELF #8 X 3/4 SELF. TAPPING SMS -TAPPING SMS 1 X 2 7/16. X 1/8 1 X 2 7/16 X 3/E ,TUBE MULLION TUBE MULLION SEALANT BETWEEN VINOOW FLANGES. ... L MULLIDN ... . \_#8 X 3/4 SELF #8.X 3/4 SELF — 2000 SA TAPPING SMS 2000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.).. .. . SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN .. .WINDOW FLANGE . L MULLION a . �T � }�. �.. y4�1r'w�1rV``ih7.T.?.G.i A1CTy;.t_�..1.C..�7pp---�NAME: FGvRioa �rrn MAMR 1F.flE SEALANT BETWEEN - - .. ... .. . WINDOW FLANGES L MULLION 2000 P.W./DESIGNER r SILL (TYPJ 2000 P.W./DESIGNER r SILL (TYP.) i #8 X 3/4 SELF / #8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TAPPING SMS 1 X-4 X 3/8 TUBE MULLION `TUBE MULLION ` SEALANT BETWEEN WINDOW FLANGES, L MULLION .. - ..... ' . #8 X 3/4 SELF —t2OOOTAPPING TAPPING SMS #8 X 3/4 SELF SMS S.H. `--- 2000 S.H. HEAD (TYP.) HEAD (TYP.) ;...... SECTION A=A (3) _ SECTION A -A (4) . -�6 SEALANT BETWEEN WINDOW FLANGES t MULLION AUXILIARY PLATE APPLIES TO HEAD do SILL . WHERE 1' X 4' (FOR ADDITMINAL ANCH3U, W*d:N REQUIRED) & 2' X 4' TUBE MULLIONS ARE USED oETAIL C CENTRAL FLORIDA B. ®. A. F. M�AR�W A�L"F'�JUR NAME: o -E) SHEATHING fL o/r/1�g gtrtl�uD�J?S - - MASTER FILE # , MLL.LMN � INSTALLATION ANCHOR #8 WOOD: SCREW CTYPJ 2000 P.V✓DESIGNER 2000. P.VJDESIGNER SILL CTYPJ SILL CTYPJ EXTERNAL MULLION #8 X 3/4 SELF #8'X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS TWO BY WOOD, BUCK BY OTHERS 1 X 2 7/t6 X 1/8 1 X 2 7/16..X 3/8 TUBE MULLION / TUBE. MULLION MULLION SEALANT BETWEEN WINDOW FLANGES E MULLION #8 X 3/4 SELF #8 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS HEAD CTYPJ HEAD CTYPJ SECTION A -A (1) SECTION. A -A (2) , SEALANT BETWEEN WINDOW FLANGE t MULLION.:'. -..... SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES t MULLION t MULLION . 2000 P.W./DESIGNER SOLO (iYP:) SIGNER SILL (TYPJ SILL (TYPJ #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS IX4X1/6 1 X 4 X3/8 TUBE MULLION BE MULLION 0- X.3/4 SELF #8 X 3/4 SELF TAPPING_.SMS- TAPPING SMS 1006 S.H. — 1000 S.H. HEAD CTYPJ .:. HEAD (TYPJ SECTION A -A (3) SECTION A -A (4) DETATL C /r.A 2000 P.W./DESIGNER j SILL CTYPJ` L� J A f#8 X 3/4 TAPPING SMS 2 X 4 X 3/8 TUBE MULLION 1 1/8' MIN. 444...--- EMBEDMENT = NATION VIEWED FROM : EXTERIOR DETAIL a APPLIES TO HEAD do SILL WHERE 1' X 2- . -... - k:1 X 2 7/16'..TUSE..MULLIONS ARE USED. .. .. _ _ .. .INS AWITION AN0M . SECTION A -A (5) . � 08 WOOD. SCREW - . .. - MORIZ CLIP .. #8 X 3/4 SELF TAPPING SMS —1000 S.H. I w MIN HEAD CTYPJ - EMBEDMENT - - -. S A IFLORIDA.. EXTRUDERS. FLORIDA TITLE: SER, 2000 'FIN .SHEET 1 ;OF 2 HORIZONTAC-MULLION SECTIONS V SEE OTHER SIDE (SHEET 2: OF.. 2) .FOR DESIGN PRESSURE.:CAPACIT;IES DRAWN BY: MSH APPROVED BY DATE:2/6/02 SCALE:NTS DWG:: -2HMFI.N::l.- ? -5 TYPICAL MUWON TO CONCRETE 0 JAMS (APPLIES TO JAMS WHERE I" X 4* DETAIL & 2' X 4' TUBE MULIJONS ARE USED) SEALANT BETVEEN WINDCIV FLANGES SEALANT BETVEEN VtNDaV. FLANGES L L MULLION.L MULL ION 2000 P.W./DESIGNER SILL (iYPJ 2000 PV/DESIGNER SILL <i7Y'�.) #8 X 3/4 SELF TAPPING SMS I 1 X 2 7/16 X I/e #8 X 3/4 SELF TAPPING SMS : — 1 X 2 7/16 X TUBE MULLION 3/1 TUBE MULLION JA#8 X 3/4 SELF #8 X 3/4 SELF —2000 S.H. TAPPING SMS V2000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.). SECTION A -A (1) SECTION A-6-L4 SEALANT BETVEEN VINDaV FLANGE L MULLMN CENT F,kL ORS A hi v SEALANT BETVEEN SEALANT, BETVEEN viNDov FLANGES VINMV. FLANGES MULLION L MULLION 2000 PVJDESIGNER 2000 P.V./DESIGNER s SILL (i yp.) S,ILL-yp.) #8 X 3/4 SELF L'. #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1. X 4 X 1/6 1 X 4 X 3/8 IL TUBE MULLION TUBE MULLION 0 :#d X 3/4 SELF 8 X 3/4 SELF TAPPING SMS �20 00 S.K TAPPING SMS 2ado S.K. HEAD (TYP.) HEAD (TYP.) -SECTION A -A (3) SECTION -A4 ay 2000 S.H. I X 2 7/16 X 1/8 2000 S.M. JAMB (TYP.) JAMB.<TYPJ 1 X 2 7/16 X 3/8 TUBE MULLION TUBE, - 2X4X3%8 TUBE MULLION #8 X L2 'SELF #8 X 1/2 SELF TAPPING SMS- TAPPING -SMS 2000 S.H. JAMB (TYPJ SEALANT BETWEEN dSEALANT BETWEEN WINDOW FRAM WINDOW FRAME t MILLION MULLION #8 X 1-1/2 SELF" #S.X 1-1/2 SELF TAPPING SMS TAPPING .SMS SECTION A -A (1) SECTION A — A. (2) 2000 S.H. JAMB (TYPJ TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT 1 _ :DI #8 X.1/2 SELF TAPPING SMS amvp SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION. INSTALLATION CLIP APPLIES -TO. HEAD .dc..SILL WHERE 1X 4" dc:2' X 4'" TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1" X 2' do 1' X 2 7/1V TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL #8 WOOD SCREW (TYPJ SILL CLIP w _ a,m.1V 1L ILL ... 1Tdi®SIlx A ILO."®. A, �• ... ... - . ... .. BETWEEN -' SEALANT B #8 X .1-1/2 SELF i UMMAC'ER NAM,: TAPPING SMS VINDQW FLANGES- /8' MIN a MULLION EMBEDMENT GoR/t�4 14�1i? SECTION A -A (5) . SHEATHING—� 14AST.�� DETAIL C ;, WOOD. fRlwD6 AUXILIARY --,PLAT 1 X 4 X 1/8 I X 4 X 3/8 (FOR-ADDITIdNAL-ANCHORS,' WHEN REQUIRED) TUBE MULLION -TUBE MULLION r 2000 S.H. A A.. JAMB (TYPJ #8 SELF, TAPPING - —� #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS SMS CTYPJ.:. DETAIL-B MULLION TAPPING SMS ELEVATION. - VIEwtITFROM EXTERIOR F R .. INTERNATIONAL. INC LORLDA . EXTRUDE S SaNF ORD, FLORIDA . - 1•rrt.>;.SER" 2000 "FIN SHEET 1 2 _ VERTICAL :;MULLION SEGIIONS: SEALANT BETWEEN " : WINDOW FRAME _. SEALANT BETWEEN WINDOW FRAME. SEE OTHER SIDE -SHEET 2 OF 2>`_FOR L MULLION -, ; i MULLION �. : . DES I'GN .PRESSURE;' CAP.AC I T I ES #8 X.- 1-1/2 SELF...:.. #8 X 171/2 SELF •. TAPPING. SMS TAPPING. SMS s DRAIYN BY: MSH APPROVED BY. SECTION A=A (3) - ` SECTIMA—A (41 "' DATE:2/6/02 scntt:NTS DWG.. 2VMFIN • 2.J Y A&MULLMN Y . #8 X I/2 SE#8 X 1/2 SELF TAPPING SMSTAPPING SMS -SEALANT BETWEENSEALANT BETWEEN VINMV FLANGESWINDOW FLANGES .. t MULLION . \ #8 SELF _ .. ... _ . `- #8 X 1-1/2 SELF #8 X 1-1/2 SELF SMS CTYPJ DETAIL B MULLION -/. TAPPING. SMS TAPPING SMS ELEVATION (+ ... . SECTION A —A (3) -SECTION A -A (4) VIEWED FROM EXTERIOR .FLO;RIDA. EXTRUDERS N" A"ONAL _NC N.:: SANFORD, FLORIDA' �ACOF. :FL VERTICAL MULLION SECTIONS SEE ❑THER.., SIDE.{ SHEET 2 >OF DESIGN PRESSURE`,CAPpCIT;IES1 DRAWN BY: JBH to _ M `APPROVED 3/4" X 1-1/2" X 13GAGE MIN. 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE.- HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED BASED ON THE WEIGHT OF THE DOOR. 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAG SCREWS.- OPENING HEIGHT (NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5" FOR 16' X 7' USE 1/4" X 3/4" — HEX HEAD SELF DRILLING SCREW DETAIL D 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 63" (16' X 7') 42"(16' X 7') 54"(9' X 7') 21"(16' X 7 33"(9' X 7') kGE END STILES - FASTENED TOG-L-LOCS TO PANEL NO CAP OVER END STILES. DETAIL C) 10 GAGE GALV. STEEL CENTER HINGE) `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B—B 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735--% 19-1/2", 2' 1"OR 24" HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2 r X 1/2" LONG 16GA. GALV. STEEL %GE BOLT & NUT TOP BRACKET WITH ROLLER HOLDER WITH 2 FASTENERS. -1/4"X 3/4" LONG HEX HEAD SELF DRILLING SCREWS.. (2 PER VERTICAL STILE) OPTIONAL SSB GLASS 5 STRUTS 711 3" 18GA WIDE (SEE DETAIL A) -16' X 7' DOOR y 2" ROLLER WITH 7/16" DIA. LONG STEM. B TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL. SEE DETAIL C 4"X 16" AIR VENTS — 14 GAGE GALV. STEEL END 4) REQ'D. HINGE ATTACHED WITH (4) OR (5) SCREWS. SEE DETAIL C. �120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL, GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. (2 PER VERTICAL STILE) OPTIONAL SSB GLASS LIGHTS - 4 STRUTS 3" 20GA WIDE (SEE DETAIL A) 4"X 16" AIR VENTS (2) REO'D. i (60 SO. IN. MIN. B TOTAL OPEN AREA) OPTIONAL. r--20 GAGE END CAP CENTER STILES (5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS (3 COLUMNS)---_ 7. IriZ•i3 20 GAGE END STILES 2" 1-3/8" POLYSTYRENE INSULATION G O E OPTIONAL FOR MOD. 724 AND 7300 O Oe a 13 GAGE GALV. STEEL BOTTOM BRACKET O • t Q ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. 6 LH. FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A —A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HING run - P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSTTNE NEGATIVE POSITIVENEGATIVE +82.8 -37.4 +49.2 1 -56.1 +29.1 1 -33.3 +43.7 -49.9 +23.6 1 -26.3 +35.4 -39.5 LAN.�RCKFECT HOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED\,•a}WCTHSTN,°':D THE PRESSURES N THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 12D ;_MPH, EXPOSURE 'B", F HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. ITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OCATIONS. SMALLER THAN THOSE SHOWN"WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, HE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE E IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. )D STILE, CAP AND RAIL TYP, 6 PLACES, i LJ AND USE LONG STEM ROLLERS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8" HEX BOLTS & NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. G 2422 3/5/02 KDD S y t:1 F 2413 1 /25/02 WILLIAM T. DEMANN P E 2137 2/9/00 Consulting Structural Engine& - r D 1724 6/24/97 1140 Anderson Street r: >f: C 1549A Clermont, FL 34711 ` ; r , B 1549 (352) 242 0100 A 1449 1366 (1 1-01-94) (SCATES © NOTE: GLAZING DOES NOT SATISFY IMPACT - DEBRIS REQUIREMENTS IN FBC REV.1 E.C.N. DATE APPROV `CENTER STILES & CENTER HINGES (1 COLUMN) - I �-- 1.25" 3" f 2.75" --� �D DETAIL A 3" 20GA WIDE STRUT 3" 18GA WIDE STRUT P.O. BOX 13858 �-T�r}� �t 7r�� MAUMELLE, AR. 0 1 VV 1LL�Y1 SOR J)WR 72113 (501) 562-1872. MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 1o1ss3—a, s WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 100 ®150%- MPH, FBC DEC.FRAC± 015 DEC. NEXT LEVEL .015 ANG. t V NONE PLO' _KALE DATE:94 DWG. NQ, 9 99 - B-033 DRN. BY GDR SHEET 1 OF 3 il J f` OPENING HEIGHT (NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL 1/4" X 1/2" LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16'XB' FASTENERS FASTEN TO WOOD JAMB WITH 16GA. GALV. STEEL ON 9'X8'.- 5/16" X 1-1/2" LAG SCREWS. 6 TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH YT 2" GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4" X 3/4" FOR O& 18 X8' SEE TOPP BRACKET 16GA. 16'XB') HEX HEAD SELF BRACKET 13GA. (18'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 16 X 8' & 10' X 8' DOOR SELF DRILLING 18 X8) r2" ROLLER WITH 7 6" SCREWS THROUGH I 63"(18'X7') 72:(18:X8) 72"(16'X8') 72" (10' X 8') 54" 18' X 7• �63" 8 X 8' 63" (9' X 8') 42" (18' X 7') 48" (18' X 8') 48" (16' X 8') 48" (10' X B') 33" (18 X 7 ) �39"(18'X8.) 39" (9' X a.) 3/4" POLYSTYRENE 21" 18' X 7' INSULATION 24" �18' X 8'� STANDARD FOR 24" (16' X 8') MODEL 735 -r 24" (10' X 8') 15"(18'X7')- 15" (18' X 8') 19-1/2, 21" OR 24" HIGH PANEL GALV. /1 TOP AND BOTTOM DIA. LONG STEM. TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2" HURRICANE ROLLER ON 16 X8, 18'X7' L.N. WITH 7/16" DIA. & 18'X8'. LONG STEM. RAILS 8 STRUTS - 3" 18GA WIDE (SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE: STEEL 10 BALL. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9'XB' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16" DIA. SHORT STEM. 18' X 7' &. 18' X 8': 13GA. END CAP & RIVETS. - 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. (� II I e /-END STILES 16'x8' & ,BXBDETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE AND PRE- ZATTACHEID GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS 5• 9' X 8• 3 BRACKETS 16• X 8' ((4 BRACKETS) PAINTED STEEL WITH 1/4" X 3/4" 10' X B' �4 BRACKETS3 18, X 7• (7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF 18' X 8' 7 BRACKETS) MODELS EXCEPT DRILLING SCREWS. 24 GA MODEL . 20 GAGE END STILES -FASTENED 750 (2PER VERTICAL STILE) 4 STRUTS WITH TOG-L-LOGS TO PANEL. 1-3/8" POLYSTYRENE 3" 20GA WIDE USE END CAP OVER END STILES. INSULATION OPTIONAL (SEE DETAIL A) (SEE DETAIL C) FOR MOD. 724 & 730. 4"X 16" AIR VENTS 13GA. GALV. STEEL (2) REQ'D. g BOTTOM BRACKET 60 SQ. IN. MIN. ATTACHED WITH 3 TOTAL OPEN AREA) 2• FASTENERS (16'X8'). V.4 FASTENERS (18'X7 OPTIONAL. rr & 18'X8'). SECTION B-B AND (lO' 8') (9'X8') 18 GAGE GALV. STEEL CENTER HINGE (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE CENTER STILES & ATTACHED WV TOG-L-LOC OR POP RIVETS --1 I- 1.25" HINGES (1 COLUN TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS.F] P.S.F. TABLE DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH I HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0" B'-0" +2!5! -29.1 +38.2 -43.7 10'-0" 8'-0" +33.0 -36.9 +49:6 -55.3 16'-0" 8'-0" +24.3 -27.3 +36.6 -41.1 18'-0" B'-0" +27.3 -30.7 +41.0 -46.0 18'-0" 7'-0" +27.3 -30.7 +41.0 -46.0 6 STRUTS - 3" 18GA WIDE (SEE DETAIL A) LOCK OPTIONAL - SEE DETAIL C- 4"X 16" AIR VENTS (4) REQ'D. (120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTERNATF CONSTRUCTION USING (2) STRUTS./- - 9' (SINGLE CAR) OPTIONAL OPTIONAL SSB GLASS 18' (DOUBLE CAR) 4"X 16" AIR VENTS (4) REQ'D. OPTIONAL. (120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS - 16' (DOUBLE CAR) OPTIONAL SSB GLASS 3" 18GA WIDE (SEE DETAIL A) 4"X 16" AIR VENTS 1 B 8' (2) REQ'D. B (60 SQ. IN. MIN. TOTAL OPEN AREA) NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8" HEX BOLTS & NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. ( i�i� - 2.75" -{ � L G 2422 3/5/02 KDD DETAIL A F 2413 1/25/02 3" 18GA WIDE STRUT WILLI-AM T. LINDEMANN P E E 2137 2/9/00 Consultin Structural En ' " r DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Anderson Street LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF , } PITCH > 10, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', © Clermont, fl 34711 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. (352) 242-0100 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR D 1724 6/24/97 C 1549A B 1549 A 1449 (9-8-95) OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE: GLAZING DOES NOT SATISFY IMPACT GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © DEBRIS REQUIREMENTS IN FBC INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. 1366 (1 1-01-94 REV. E.C.N. DATE CENTER STILES & HINGES (1 COLUM B \-CENTER STILE (7) COLUMNS ©CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS . CAR) STILES HINGES OPTIONAL B B P.O. BOX 13858 g�MAUMELLE, AR. 1VV I INDS®R �R 72113 (501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 ® I DWG. WAS PART NAME: 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC I 4nn unu EvonclIDC "o" NEXT LEVEL DATE: DWG. NO. 9/14/94 99-B-033 PLOT SCALE DRN. BY 1=1 GDR SHEET 2 OF 3 war OPENING HEIGHT (NOT OVER DOOR 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2" LAG SCREWS. 2" GALV. STEEL VERTICAL TRACK 16GA- �16) X8 FOR 18' X 8' USE '' 13GA. 18'X8' 1/4' X 3/4' HEX HEAD SELF DRILLING SCREW TIE-TAII M 72" (18' X 8') 72' (16' X 8') 72" (10' X 8') 63 18' X 8') 63" 9' X 8') 48" (18' X 8') 48" (16' X 8') 48" (10. X 8') 39' (18' X 8') 3/4" POLYSTYRENE 39" (9' X B') INSULATION STANDARD FOR 24' (18' X 8') MODEL 735 24" 16' X 8' 15" 24" (10' X W) 19-1/2'1 21" OR 24" HIGH PANEL GALV. -13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. tNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 16' X 8' & 10' X 8' DOOR 2" ROLLER WITH 7/16' DIA. LONG STEM. TIRE: STEEL 10 BALL 1 S' X 8' DOOR 2" HURRICANE ROLLER WITH 7/16' DLA. LONG STEM. TIRE: STEEL 10 BALL. 9'X8' 2" ROLLER WITH 7/16' DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 16'XB' & 18'XB' POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE —� USE FOUR FASTENERS r RAILS ON 9'X8'.--� OP ZONAL SSS GLASS p 10sTnurs� B' 3" 18G4 WIDE (SEE .DETAIL A) B B USE TWO EXTRA SELF DRILLING LOCK OPTIONAL SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA SEE DETAIL C LEAF OF HINGE SELF DRILLING END STILE, ON AND L.H. SCREW THROUGH 18'X8'. 1TOP LEAF OF HINGE ON 10'X8. 4 X 16" AIR VENTS 18' (DOUBLE CAR) - 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. (4) REO'D. (120 SO. IN. MIN. ENTER STILE (7 COLUMNS © CENTER HINGES (5) COLUMNS 16' X B': 16GA END CAP & RIVETS. Tout OPEN AREA) 18' X B% 13GA. END CAP & RIVETS. oPnoNu. .. �i RAIL NA l OPTIONAL SSB GLASS UCHTS- ALTERNATE CONSTRUCTION USING (2) STRUTS 7 1 AND PRE- ;TATTACHED GALVANIZED STEEL STRUT. 5' 10' X 8' �4 BRACKETS3 18' X 8' �4 BRA 7 BRACKETS 261 GA.DALLE� LONG HEXHEADSELTH FSELFX 3/4` MODELS EXCEPT 2 DRILLING SCREWS. 20 GAGE END STILES - FASTENED 24 GA. MODEL (2 PER VERTICAL STILE) WRH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. 1-3/8" POLYSTYRENE (SEE DETAIL C) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2• FASTENERS (16'X8'). 4 FASTENERS 18 2 FASTENERS (9'XB') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A —A 20 GAGE GALV: STEEL CENTER STILE L - ATTACHED WITH TOG-L-LOG OR POP RIVETS — I - 1.25" TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OIIANTTTY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT I POSITIVE NEGATIVE I POSITIVE INEGATrvE 9'-0- 8'-0" +25.5 -29.1 +38.2 -43.7 10'-0' 8'-0" +33.0 -36.9 +49.6 16'-0" 8'-0" 1 +24.3 1 -27.3 1 +36.6 18'-0" 8'-0" 1 +27.3 1 -30.7 1 +41.0 -46.0 3 c 20 GAGE END STILES uc . 8 DETAIL C OPTIONAL SSB GLASS LIGHT: (SEE DETAIL A) B 4'X 16' AIR VENTS (2) REO'D. (60 SO. IN. MIN. TOTAL OPEN AREA) CENTER HINGES 3' 18GA WIDE (SEE DETAIL A) LOCK OPTIONAL--, SEE DETAIL C- 4'X 16' AIR VENTS �4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL - AL TERNA CONSTRUCTION USING (2� STRUTS. iu ti r r1 B B' (SINGLE c I6' (DOUBLE CAR) B HINGELES ((I) COLUUMMNS HINGES OPTIONAL SSB GLASS UGHTS-\ ALTERNATUSIE dl-r-_---5Irr7111U11ii, ?IIJ�L�.JI!IIJ�uF, CENTER STILES k C 5lT (SINGLE CAR) HINGES (1 COLUMN OPTIONAL NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8" HEX BOLTS & NUTS OR 1 1/4' X 1/2" LONG HEX HEAD SHEEP METAL SCREWS. aUi& Ly®�j& 771 �— 2.75' —{ 3% 7! G 2422 3/5/02 KDD 1 M ODELS. DETAIL A - F 2413 0 3" 1BGA WIDE STRUT WILLI'AM T. L iHj1DvlAN t �.� DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES COnSUlfing St ucil rai Egg l)el LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Aac,arson Street PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © Ci2F�Gnt, FL 34711'- . 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. (352 ) 242flIOO r r AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. , DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED. SBC PRESSURE LOADS, F ` GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC P.O. BOX 13858 MAUMELLE; AR. 72113 ) 562-1 1 /25/ 2 724, 426, 730, 735, 750, 550 E 2137 2/9/00 D DING. WAS 101993-8. 9 PART NAME: 41 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC 120 MPH EXPOSURE "B" D 1724 6/24/97 C 1549A B 1549 A 1449 (9-8795) (A'"—) NEXT LEVEL PLOT SCALE 1=1 9DATE:4 / DRN. BY GDR DWG. NO. 99-8-033 1366 (11-01 —94) .(SCATES) EV. E.C.N. DATE APPROV. SCALE I NONE SHEET 3 OF 3 n FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: o-406 C_"Dle�SDt-\LT-- C'AtZU,F Permitting Office: City, State:r F1 39--T-93 Permit Number: Owner: �D, Q , "OO _voN Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2284 ft2 c. N/A _ 7. Glass area & type a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A _ b. Raised Wood, Adjacent R=11.0, 320.0ft2 c. N/A 14. Hot water systems 9. Wall types _ a. Electric_ Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 330.0 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, 1809.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASS Total base points: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:� Aye DATE: a3.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: 461 Z DATE: o> 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. 04 TRE ST�T6 o'KN rrrlr .. a k l�CDD WE BUILDING OFFICIAL: DATE: OIi'151�'��C�4�;Y EnergyGauge® (Version: FLRCSB Q.2) { /I 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 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: - - 259.0 13628.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 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 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 161.0(p) -31.8 -5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p -31.90 -5135.9 Raised 320.0 -3.43 -1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -6217.4 1 As -Built Total: 481.0 -4559.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 500431.1 Total Summer Points X System Multiplier = Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 44525.2 0.4266• 18994.4 1 50043.1 50043.1 1.000 1.00 (1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: _ 259.0 2619.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 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 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 161.0(p) -1.9 -305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 -0.20 -64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -369.9 1 As -Built Total: 481.0 978.5 EnergyGauge® 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 INFILTRATION Area X BWPM = Points Area X WPM = Points 2284.0 -0.28 -639.5 2284.0 -0.28 -639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X Points System Multiplier = Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 (1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 . CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 18994 4233 1-2820 36048 15199 -.L4828- --- 13118 33145 �I WE EnergyGauge'" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details FADDRESS_-, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of 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_.heatersxomply._with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient 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®/FIaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) 1 6-1 W WMI, I k I ,- -`- _I ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane f c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ I a. Central Unit _ 5 _ b. N/A Yes _ 2284 ft2 c. N/A 259.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 161.0(p) ft _ c. N/A R=11.0, 320.0ft2 _ 14. Hot water systems _ a. Electric Resistance R=3.0, 835.0 ft2 _ R=11.0, 876.0 ft2 _ b. N/A R=11.0, 330.0 ft2 _ c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1809.0 ft2 _ 15. HVAC credits _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ' Date: 1665 Address of New Home: 0295 GI--`J 4LX-_ Ct ¢Gl"C City/FL Zip: 'rEl42�. 37� Cap: 48.0 kBtu/hr _ SEER:12.00 Cap: 48.0 kBtu/hr _ HSPF: 7.90 Cap: 50.0 gallons _ EF: 0.86 _ PT, /04 THE Sr x o wrE *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 EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: DR HORTON--MODEL 2289 s'�` t �.� u ;.. �1 s�'•� € ;cS .�.,z+4.. Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss ' 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2284 2284 Volume (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure - - 30460 Btuh Ventilation ---- - ---485 Btoh-- Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 % Bold italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential'" 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACC% E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D . Fd Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x 219 cfm x 32 3. Winter infiltration HTM 7712 Btuh / 297 ft2 °F Winter TD = 7712 Btuh Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 °F Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 125 cfm = 3692 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh `Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wri0htsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 /TiVf� E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: /th to. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg Clg (ft') Htg I Clg (ft') Htg Clg I (ft') Htg Clg 5 Gross a 14B 4.6 2.1 999 "•' "" 160 "" "" 72 ••"* `"" 112 Exposed b 12C 2.9 1.9 971 "" "'• 0 "" •`•` 0 *•*• '*" 0 •`•• •••• walls and c 13C 3.2 1.2 330 "" `*" 0 "" '"`• 56 "'"' '•'• 0 •'•• '•" partitions d 0.0 0.0 0 "" "" 0 "" "" 0 "" '"'" 0 "" •"• e 0.0 0.0 0 ..,, .... 0 ..., ,.,. 0 .... ..,. 0 .... ,,,. f 0.0 0.0 0 .... .... 0 .,,. .,.. 0 ..., .,., 0 ..., .,., 6 Windows and a 1C 37.0 206 7614 "" 7 259 "*"' 0 0 32 1183 glass doors b 8C 37.0 "* 53 1959 ""' 0 0 "" 0 0 "" 0 0 Heating c 9C 38.7 " 0 0 ""' 0 0 "'" 0 0 "" 0 0 d 0.0 0 0 ""' 0 10 "" 0 0 "" 0 0 e 0.0 0 0 "" 0 0 •"` 0 0 "'" 0 0 '•`• f 0.0 "' 0 0 '"" 0 0 "" 0 0 "" 0 0 7 Windows and North 20.4 42 "" 849 0 "" 0 0 "" 0 0 "" 0 glass doors NE/NW 0.0 0 "" 0 0 '•"' 0 0 "" 0 0 ""' 0 Cooling ENV 56.8 210 "" 11919 7 "" 381 0 "" 0 32 "'"' 1741 SE/SW 0.0 • 0 "" 0 0 "•' 0 0 "" 0 0 "" 0 South 30.4 7 ""' 224 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 «•• 0 0 •••• 0 0 ••,• 0 0 •••• 0 8 Other doors a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 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 10 0 0 9 Net a 14B 4.6 2.1 835 3848 1719 153 705 315 72 332 -148 `^"""80 ' ' 369 7165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0- . ._ 0_ . a . 0 . -- � 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 - - 66 --- 0 0 __0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 01 0 01 0 0 01 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 (Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 297 7712 2479 7 182 58 0 0 0 32 831 267 13 Subtotal loss=6+8..+11+12 "" 33017 ""' "" 1664 "" "" 923 .... "" 2745 "" Less external heating `•.. 0 "" "" 0 - - 0 "•' "" 0 "" Less transfer "" 0 ""• "" 0 "" ""' 0 "`• "" 0 '"' 14 Duct loss 10% 3302 "" 10% 166 "" 10°/ 92 "" 101/ 275 •... 15 Total loss = 13+14 '•" 36319 "" "" 1830 '"` .... 1015 "•' .... 3020 .... 16 Int. gains: People @ 300 7 "" 2100 0 "•" 0 0 "" 0 1 "" 300 Appl. @ 1200 2 "" 1800 0 «•• 0 0 ",• 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 "" "" 27691 "" "" 754 "'• "'• 214 ... "" 2473 Less external cooling "•• •••• 0 »•• ••" 0 •••• •'•• 0 `•,• •,•• 0 Less transfer "" 0 "" "" 0 "" "" 0 "" "" 0 18 Duct gain 10% "•' 2769 10°/ "" 75 10°/ "" 21 10% "•` 247 19 Total RSH gain=(17+18)'PLF 1.00 ... 30460 1.00 "" 830 1.00 "" 235 1.00 "" 2720 20 Air required (cfm) "" 1600 1600 '"' 81 44 "" 45 12 '**' 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 08:28:50 �� E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2289 9.22.00 MHNUAL J: tin La. 1 Name of room UTIL 112 BTH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 9.0 ft heat/cool 9.0 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg CIg (ft') Htg Clg I (ft') Htg Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 0 "" •"` 0 "" "" 311 "" "" 81 `•" "•• Exposed b 12C 2.9 1.9 0 ,,,, •"' 0 "•, •"• 0 ,•`• ,••, 0 ,••• ,'•, walls and c 13C 3.2 1.2 72 "" "" 40 "" "" 0 "'• "`• 0 •.. •••• partitions d 0.0 0.0 0 "" "" 0 "" "" 0 "" "" 0 "" "`• e 0.0 0.0 0 ,,,. .,.. 0 ,,,. .,,, 0 ..., .... 0 ..,. .,., f 0.0 0.0 0 .,., .... 0 .... .... 0 ..,. .... 0 ..., .,.. 6 Windows and a 1C 37.0 0 0 "" 0 0 "" 0 0 "" 10 370 glass doors b 8C 37.0 '• 0 0 "" 0 0 ""' 53 1959 "" 0 0 Heating c 9C 38.7 " 0 0 "" 0 0 "" 0 .0 **"' 0 0 d 0.0 0 0 "" 0 0 "" 0 0 0 0 "" e 0.0 0 0 "•' 0 0 0 0 0 0 ' 7 Windows and North 20.4 0 "" 0 0 "" 0 0 "" 0 10 "•` 204 glass doors NE/NW 0.0 0 ""' 0 0 ""` 0 0 ""' 0 0 "" 0 Cooling E/W 56.8 0 ""' 0 0 `"' 0 53 "`" 2883 0 "" 0 SE/SW 0.0 • 0 "" 0 0 "" 0 0 "" 0 0 "" 0 South 30.4 0 `•. 0 0 "" 0 0 "'• 0 0 "" 0 Harz 0.0 0'"" 0 0""' 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 - 1189 _- '531' ' = 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0__ _. 0 _..- .0 ._ _.: 0 - 0 0 walls and c 13C 3.2 1.2 72 227 84 40 126 47- - 0 -- - 0-..-. 0 - -0 ­­0 - 1 -0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 Oi 282 478 628 210 356 467 b 0.0 0.0 0 0 0 0 0 01 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 01 0 0 0 0 01 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 0 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8.,+11+12 "" 460 "" •"' 1063 "" •"• 5806 "' `•" 1546 "" Less external heating '••• 0 "" "" 0 "" "" 0 "" •"' 0 "" Less transfer "" 0 "" "'" 0 "" '"" 0 '••` "" 0 ••" 14 Duct loss 1 46 10 °/ 106 "" 10°/ 581 '"" 10 °/ 155 ..,. 15 Total loss = 13+14 "" 506 "" "" 1169 "" "" 6386 "" "" 1700 16 Int. gains: People @ 300 0 "" 0 0 "" 0 4 "" 1200 0 "" 0 Appl. @ 1200 1 "" 600 0 "" 0 0 "" 0 1 "" 1200 17 Subtot RSH gain=7+8..+12+16 "" "" 684 "" "" 426 "" "" 5685 "" "" 2101 Less external cooling "" "" 0 "" "•' 0 "" "" 0 "" "" 0 Less transfer "" "" 0 "" "" 0 "" "" 0 ""` "" 0 18 Duct gain 10 68 10°/ "" 43 10°/ "" 568 10°/ "" 210 19 Total RSH gain=(17+18)'PLF 1.00 "" 753 1.00 "" 469 1.00 "" 6253 1.00 "" 2311 20 Air required (cfm) "" 22 40 "" 52 25 '*** 281 328 "" 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wraghtsoTC Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCF', E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: tin t0. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 ft 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool &0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft') Htg Clg (ft') Htg I Clg (W) Htg Clg 5 Gross a 14B 4.6 2.1 263 «"' "" 0 .... '"" 0 """" ."' 0 "'• "" Exposed b 12C 2.9 1.9 63 '""" "" 252 "•' "" 188 ""' '•" 44 "•' "" walls and c 13C 3.2 1.2 162 "" "" 0 '•`• '"" 0 "" "" 0 '•" •... partitions d 0.0 0.0 0 "" •••' 0 ••"• •••' 0 •... '""' 0 "" "'• e 0.0 0.0 0 .... .... 0 .... .... 0 .... .... 0 .... .... f 0.0 0.0 0 .... ..., 0 .... .... 0 .... .... 0 .,.. ..., 6 Windows and a 1C 37.0 77 2846 « 16 591 "" 16 591 '"« 0 0 glass doors b 8C 37.0 0 0 "" 0 0 "" 0 0'"" 0 0 Heating c 9C 38.7 " 0 0 ""' 0 0 "" 0 0 "" 0 0 d0.0 0 0 «'" 0 0""' 0 0'«" 0 0 «« e 0.0 « 0 0 "" 0 0 «" 0 0 «" 0 0 "" f 0.0 0 0 0 0 0 0""` 0 0 7 Windows and North 20.4 16 "" 319 0 ""' 0 0 «" 0 0 "" 0 glass doors NE/NW 0.0 0'"« 0 0 "" 0 0 "" 0 0 «" 0 Cooling ENV 56.8 54 "" 3433 16 "" 870 16 "" 870 0 "" 0 SE/SW 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 South . 30.4 7 ""' 224 0 "" 0 0 "'" 0 0 "« 0 Horz 1 0.0 0 "" 0 0'«' 0 0 "" 0 0 "" 0 8 Other doors a 11A 38.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 - exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 1 0.0 0.0 0 0 0 0 0 01 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 ""' 9473 "" "" 2012 "" "" 1807 "" "" 310 "" Less external heating "" 0 "" "" 0 "" ""' 0 "" "" 0 "" Less transfer ""' 0 "" "" 0 "" "" 0 «" "" 0 "" 14 Duct loss 101/ 947 "" 10°/ 201 "" 10% 181 ""' 10°/ 31 15 Total loss = 13+14 "" 10420 '*** "" 2213 "" "" 1988 "" "" 341 16 Int. gains: People @ 300 1 "" 300 0 "•' 0 0 "" 0 0 "" 0 Appl. @ 1200 0 .... 0 0 .... 0 0 .... 0 0 ,.,. 0 17 Subtot RSH gain=7+8..+12+16 "" "" 6927 "" "" 1890 "" "" 1739 "" «" 326 Less external cooling "" "" 0 "" "" 0 "'" "" 0 "" "" 0 Less transfer ""' "" 0 "" "" 0 "" "" 0 "'" "" 0 18 Duct gain 10% "" 693 10% "" 189 10°/ 174 10°/ "" 33 19 Total RSH gain=(17+18)'PLF 1.00 7620 1.00 "" 2079 1.00 "" 1913 1.00 "" 359 20 Air required (cfm) "" 459 400 "" 98 109 "'" 88 100 "" 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr �ghtSOf t Right -Suite Residentialr" 5.0.64 RSR26016 2002-Mar-01 08:28:50 ,4CCK E:\Files\DR HORTON 2002\2289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2289 9.22.00 MANUAL J: /tn Ed. 1 Name of room LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF 11 CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg (ft') Htg I Clg (ft2) Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 "" •"' 0 "" "" •"` •"` "" "" Exposed b 12C 2.9 1.9 96 "" "" 328 '"" "" "" "" "" "" walls and c 13C 3.2 1.2 0 "" "" 0 "" "" "" "" "" "" partitions d 0.0 0.0 0 "" "" 0 "" ••» ,,,• "" "" .... e 0.0 0.0 0 .... .... 0 .... .... ,... «.. .... .... If 0.0 0.0 0 .... .... 0 .... .... .«. .... .... .... 6 Windows and a 1C 37.0 16 591 "'• 32 1183 glass doors b 8C 37.0 0 0 "" 0 0 Heating c 9C 38.7 " 0 0 "" 0 10 "" "" '"` d 0.0 0 0 "" 0 0 f 0.0 0 0 "•• 0 0 "•• "" '••, 7 Windows and North 20.4 16 "" 326 0 "" 0 glass doors NE/NW 0.0 0 ""' 0 0 "" 0 Cooling ENV 56.8 0 "" 0 32 "" 1741 SE/SW 0.0 • 0 "" 0 0 "" 0 "" •"` South , 30.4 0 "'• 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 i0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 01 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 (Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 16 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 "" 1750 "" "" 3458 "" "" "" "" "" Less external heating "" 0 "" "'" 0 "" "" "" "" "`• Less transfer "" 0 "" "" 0 "" "" "" "" "" 14 Duct loss 10 °/ 175 1 °/ 346 .... °/ "" °/ .... 15 Total loss = 13+14 "" 1925 •"' "" 3804 "" "" "" "" 16 Int. gains: People @ 300 1 "" 300 0 "" 0 Appl. @ 1200 0 •••` 0 0 "" 0 ••,• `•`• 17 Subtot RSH gain=7+8..+12+16 "" "" 1423 "" "" 3049 Less external cooling "" `••• 0 ••,• ••`• 0 '••• ••`• •••• ,••, Less transfer "" •••• 0 ,"• •••• 0 '"' '"` •••• ,'•• 18 Duct gain 10% "' 142 10% "" 305 °/ '"' .... 19 Total RSH gain=(17+18)`PLF 1.00 "" 1565 1.00 "" 3353 20 Air required (cfm) "" 85 82 "" 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential TM 5.0.64 RSR26016 2002-Mar-01 08*28,50 ACC E:\Files\DR HORTON 2002\2289\2289.rsr Page 4 7 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 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 MBTH a n e a C n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 112 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 wrightsoft Right -Suite Residerriial- 5.0.64 RSR26016 2002-Mar-01 08:28:50 /�CCA E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 B R4 a n w b c n 0 d 1 1. 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 wreghtsoft Right -Suite ResidentialTm 5.0.64 RSR26016 2002-Mar-01 08:28:50 �� E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 �-. v VCRLCE WOODS OOIRD LDGSIM - I',l � If-fM� A-r aNe ID.D. bo h duct DORM./? BDRy./Z i cup WASTER BEDRDON Rwid y A 5. e'e.'amo n rmi 10.6 l..d 100 .clOx6 ld 10.6 I.cd 12.6 l.cd 12x12 I.cd 110 , 15 115 330 stole �1/8'•I'0I 12.12 rg 14.14 pg .`. N — r 10' 6• NALL 6. 2 7, 10. 1. i TJ Oo 18 10' I-d �.LC. 7' both duct 20 12 Ix11 r fl xrm7 N to ooi cop ./ion ; 1• Bx1 I.cd 1 a a I 1 - w►tmm I 10x6 l.cd ru s1 10 E Bx1 I.cd 25 120 3 O 5• I. lY _ 10 .1 • - • �10 1-0 TDN V/IOKV P240V IPM GUIs. O�-rm ort� and 18.16 plan PI.tiprn by �` 1Ox6 1.cOd 11 IOx6 t /" dr yer duct ... to roof cop � - ----J o bldr 11 /0 n OPTIONAL ' LD 8DRy./5 ,1 � m 42X42 A/C SLAB 6• .ranm aA II „ - - BY BLDR MIN 3' both duct +pJI i t , 2' FROM WALL :,innpi "p B'DIYiNG ROOM i 10' 16' T L--_ 6 200 1" ce v,g f 1/.11 0 - r fl GARAGE 8' 16' ar M 1 m DhW PO � D ROOy 12.6 15cd s 175 , —'r m ' I 1 14.8 I-b ---- LKO)DO.R1lY0.! 200 n, �s-rML ------------- O D ------- 1 -J Z O F— O C] O 2 0� CC) OJ (U (U J Q0i C�Q Rating Z o r i � N m w > z c 3. COF a 4 I rr t MiTek® MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA February 13, 2003 ' 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 : 12177515 thru I2177546. Total : 32 drawings. Job :DR2289AoA.Z Builder :D. R. HORTON Location :BAKERS CROSSING, LOT 246 County : SEM I.NOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 32 Truss drawing. 2) Truss Index. Febniary 13, 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 ANSVTPI 1-1995 Sec.2. �i k� r"t "'�{ .� .a �t �.� 7S�tnY �.��•ja'�r 4� �.•'3 3 ::f 3 �• � � ta: 'I' � •.t �F 'SI U I' Ott i ,.tM. wC 1pt i.4 TRUSS INDEX OF JOB DR2289A Trusses included=32 0,"\DR2289A\a.tre" 12177515 1,"\DR2289A\a1.tre" 12177516 2,"\DR2289A\a11.tre" 12177517 3,"\DR2289A\a1a.tre" 12177518 4,'1DR2289A\a2.tre" 12177519 5,"\DR2289A\a7.tre" 12177520 6,"\DR2289A\a9.tre" 12177521 7,"\DR2289A\agab.tre" 12177522 8,"\DR2289A\b.tre" 12177523 9,"\DR2289A\b1.tre" 12177524 10,"\DR2289A\bb.tre" 12177525 11,"\DR2289A\bbgab.tre" 12177526 12,"\DR2289A\bgab1.tre" 12177527 13,"\DR2289A\e.tre" 12177528 14,"\DR2289A\egab.tre" 12177529 15,"\DR2289A\f18.tre" 12177530 16,"\DR2289A\f19.tre" 12177531 17,"\DR2289A\f23.tre" 12177532 18,"\DR2289A\f23a.tre" 12177533 19,'1DR2289A\ff19.tre" 12177534 20,"\DR2289A\fg19.tre" 12177535 21,'1DR2289A\fg23.tre" 12177536 22,"\DR2289A\fg23a.tre" 12177537 23,"\DR2289A\j.tre" 12177538 24,"\DR2289A\k.tre" 12177539 25,"\DR2289A\ka.tre" 12177540 26,"\DR2289A\I.tre" 12177541 27,"\DR2289A\la.tre" 12177542 28,"\DR2289A\m.tre" 12177543 29,"\DR2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 12177545 31,"\DR2289A\s.tre" 12177546 * : pia.4.5161 ,k i �. STATE OF : .i •:4� o Boa-,?, '`� � March 13, 2002 r '�s} despnei�,Brocinq�shown is for lateral support of;N rgsfpor slilityfohithe, ereatorquallty�Additbndf permanp r q iegardlnpsfobrka'flon, control,4toragd IV4 H'o�nEd�li,n{,g InMalling and Bracing Recommendation ction and braclnq, consuH GST=88 from Truss Plate Instltute W D Otnc x F n8lblllfy otthe, bultdingildesfpnei�EntFgenetgl'puldance. W' dlHy'Standard; DSB`89'$racing Spe HI aflon iced HIB'•91�^ ^`�qr -° 17,®' - I Drive, Madison, WI5371.9:' p� y si-*�.;y �0. +.!q�,t��T6- 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 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,Q19 F � _ i 1 3 1 • J2 J3 J4 TOP CHORDS ca ca WEBS J5 0 0 O a s O u V � a ce c� ce Or BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 MiTek® jlllllllllll� PANEL TM CLI P 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 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss lype JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 2289 A •DR2289A A 16472 Segovia Cir. N. ROOF TRUSS 3 1 12177515 Pembroke Pines, FI 33331-4627. (optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Mar 13 4 Page 1 1-0-0, 6-1-4 1 1-8-0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale = 1:41.7 4x6 = 4 6.00 12 2x4 \\ 3 5 6 2 1 l? 0 0 3x4 - 6 7 3x4 - 3x4 - 5x6 - 7-11-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets (X,Y): [ - - 1, [ - -1 - - 1, [ - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC ILL Min I/deft = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2=198(load case 4) Max Uplift6=-587(load case 5), 2=-681(load case 4) FORCES IV - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8 = 1510, 7-8 = 1035, 6-7 = 1509 WEBS 3-8 =-355, 4-8 = 534, 4-7 = 533, 5-7 =-354 NOTES (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1pi ...... 's No. 4.5161 y V w y STA0TpElOF V.VP�•`AL March 13,2002 a :fir, i i •:-Y 'X®®® ? AWARMNO - V'It`jjy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BERORE USE: Design valid for Sse only with MITek connectors. This design Is based only upon parameters shown,.-cnd is for -on individual bulld�ing, component tot Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibllliy-of buildlriq desgner -not lrussTM4 _ '' " designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure sta611tty`durin'g construction is the responsibility of the erector. Additional permanent bNcing of the overall'structure'le,the'responsibility of'the1hullding(deslgner Fciiegeneial-gWdance' regarding fabrloation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSIi-6 Brdclnq'Speclflcation, and HIB-91 Handling Installing Bracing Recommendation from Truss Plate Institute, 583 D'OnoUlo Drive, Madison, W153719. ` � ffe k® and available 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. ,A„ Y8" *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cs c3 WEBS J5 0 0 3 cc U O O u U a c8 c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke PANEL TM CLIP HYDRO -AIR O AGeneral Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �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 russ Type ty Ply H JUNAIDIE BUDIMAN PE #45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) A AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 9A1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 13 08:51:05 2002 Page 1 1-0-04 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00 rly 2x4 c 3 2x4 II 5 8 5x8 = 6 h 2 Cl) 3.00 rfT o 3x4 3x4 = 5x6 = 9-10-0 19-4-0 23-3-0 23-,4_0 9-10-0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.13 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-9-15 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pts 4-7 REACTIONS (lb/size) 6 = 7/0-3-0, 2 = 957/0-4-0, 7 = 1293/0-4-0 Max Horz 2 = 198(load case 4) Max Uplift6 = -97(load case 6), 2=-569(load case 4), 7=-700(load case 5) Max Grav 6 =1 11(load case 7), 2=957(load case 1), 7=1293(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORD 2-8 = 2060, 7-8 = 938, 6-7 =-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 1pi 13 LOADCASE(S) Standard _�•: �P�l%��f * ' No. 4 5161 '.. STATE F . J V R l�F� �NaL March 13,2002 • >4 - ...x'sx w.-.F'{N...- s.. c y -x - r n. - ? � MWARNDNG Vs . daii Iramc-tar+ and READ jOTS3 ONTHI3 AN-D RS1 mk& &ft BEFORE rJSE ' �3 „c � q � , 9n,P4 rr .. = . ,. R `: �•, . - t rep.f4'r_ ... Des n yalid9or use[onl wIf'KMITek'connectors�Thb-desl�n is &3 on u } b, :.. _ . ..,..z - .. , y .. - .. F, ...,.•. , ,. , . ly , Pon. ParamteIerf,; hown.,ond H fof-dnmindlyiydrualktiui�dln c , 3 cled. vertically. Applk;abllfy.ofdeslgn and properincoiporatbnof component is iQsl nsibihlty of b'u`'lldl`n9,designer-- not fiu`sss .lnslalled- parameters. e,' "7 design 1jiaclng shown Is foiAoteial suppoit of'IndivIdual 'web members only: Aadition`al temporary braclnq 0lhSure,slaSI1fl duiIng,donstiuctlon Is the"� � ' ,ri•,L;. ieiponslblllty of"the erectoi,`�"Qdtlltbnal.'`peimanenf brhrclnq of the overall"slructure�k�lki ie'sponsibility o1!'the bulldingrd Iq ei`Fo"r#geneial"quldance(' y " - re aidln fabrication, qualtt control, storage', q C y delivery, erection and braclnq, consult CST-86 Quality Standard, DSB 89 Braclny SpaioHicatlon, and HIB-91 W153719. r . Handling Installlno and Bracing Ricommondatlon available from Truss Plate Institute, 583 D'OnoLlo Drive, Madison, Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the, plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2, Cut members to bear tightly against each cs other, WEBS JS 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate ,� ; ; joint and embed fully. Avoid knots and wane plates I/8" from outside edge of � 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,) C, c46 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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, 400" 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-� HYDRO -AIR O Job russ Truss I ype JUNAIDIE BUDIMAN PE #45161 ty P y RTON 2289 A 12177517 DR2289A A11 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627, (optional) PA -TA, LONGWOOD, FL, MiTek Industries, Inc. 4. 1 s Aug 90 NOT MTek Industries, Inc. Wed Mar 1 :5 age 1-0-04 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale = 1:42.3 4x6 = 4x6 = 4 5 6.00 12 3x6 i 3x6 3 6 7 2 c� '11 la 0 6 3x6 = 11 10 9 8. 3x6 = 2x4 II 3x4 = 5x6 = 2x4 II 5-9-4 11-0-0 12-4-1 , 17-6-13 23-4-0 5-9-4. 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets (X,Y): [ 1, [5: - -1, - -01, [ -15, -1- 1, [ -t - - 1, 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1079/0-4-0, 2=1175/0-4-0 Max Horz 2=189(load case 4) Max Uplift7=-580(load case 5), 2=-695(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-11 =1639, 10-11 =1639, 9-10 =1139, 8-9 =1653, 7-8 =1653 WEBS 3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 Ib uplift at joint 7 and 695 Ib uplift at joint 2. 5) This truss has been designed with ANSIfTPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 13 ►xvkE ��. LOADCASE(S) Standard •.•'���Fri 4i'•/ ''q' •• -'fir' * • No, 4.5161STATE Y OF �Nr•wN� March 13,2002 I. A WARNING - Ver{ jy design parameters and NOTES ON THIS AND REVERSE SIDk BEFORE U3E. -,- Design valid for use only with MITek connectors. This d sign Is based only upon parameters shown, and Is for an Individual bullolnq component ito be , : c f _ +* . Installed and loaded vertically. Applicability of design 'rameters and proper incorporation of component a iesponsibllity of bulkJlnq deslgnei�= not buss; designer. Bracing shown Is tot loteial support of Indlvlo al web members only. Additional temporary bracing to Insure stability during construction Is the tee onsiblllt o1 the erector. Additional tmonent br In of the overall structure Is the'iesporisibility of the building des net. Fa enefbl•'uloance ; - * regarding fabrication, quality control, storage, delivery,'erection and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specifkation; and HIB•91' ` ® { iTe k Handling Installinq and Bracing Recommendation avallabie from Truss Plate Institute, 583 D'Onofrlo Ddve, 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. Numbering System J2 J3 J4 TOP CHORDS ca ca ccWEBS J5 0 0 U O O � a ce c7 cs 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ' BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 HYDRO,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 /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 ype JUNAIDIE BUDIMAN PE #45161 ty Ply RTON DR2289A A1A ROOF TRUSS 16472 Segovia Cir. N. 6 1 12177518 Pembroke Pines, FI 33331-4627. (optional) A U PAN-TH, L N W D, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 'T-' Industries, Inc. Wed Mar 1 :51: age 1 1-0-04 6-2-12 11-8-0 19-5-12 _-23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00 F iT 2x4 = 3 2x4 II 5 8 5x8 = 6 �r 2 7 00 01 3.00 F fF 7 3x6 5x6 = 3x4 = 9-10-0 19-4-0 23-4-0 9-10-0 9-6-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC L.L Min I/deft = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 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 4-7 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2=198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7-8 = 1585, 6-7 = 1701 WEBS 3-8 =-532, 4-8 = 1533, 4-7 =173, 5-7 =-356 NOTES (6-5) 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 25 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/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 joints) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard........... ; • o, 45161STATE r F '.ZoR. Nr.••N QNA��— �L March 13,2002 AWARNINO - VerM design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown,. and Is for an individual building component to be' Installed and loaded vertically. Applicability of design parameters and proper incorporation of component ii responslbllify'of building` des4rnel - nofhuss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure siablllty.'during.consliuctlon Is'the " responsibility of the erector.. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For"general gukjdnce - r ,, regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-B9 Bracing SpecMlcatlan, and HIB-91 A Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 'v' ����® 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. ,All *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE . SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40�1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 Z J5 Cr o_ o OO" ce ceIN 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 MiTeko TM PANE �® � CLIPL ® HYDRO -AIR ►General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 M.itek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 2289 A 12177519 'DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 1 Pembroke Pines, FI 33331-4627. (optional) A U- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 1 s Aug 1 MiTek Industries, Inc. Wed Mar 1 :51 : Page 1 -1-0-01 6-2-12 11-8-0 L 15-6-4 19-8-0 1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 Scale = 1:36. _ 4x6 - 4 3x4 5 6.00 FT£ 2x4 = 3 2x4 II 6 9 5x6 = 8 31 2 3x4 ; 3.00 rf2- 3x4 s 3x4 9-10-0 14-7-4 19-8-0 9-10-0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301(load case 4) Max Uplift 2 = -597(load case 4), 7=-469(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9 = 2224, 8-9 =1093, 7-8 = 977 WEBS 3-9 =-558, 4-9 = 1175, 4-8 =-106, 5-8 =168, 5-7 =-1343 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. Vrr`' LOAD CASE(S) Standard � ........... No. 4 5161 hSTATE OF March 13,2002 ZA WA[t11fIN0 Ver(fy design pamrrKtsrs attd 1110TE3 ON TffiS AND'REVEIi3E S[DE'HE"RE USE r e r .� r ` Design=valid for., use only-wlth'MITek connectors:, -This d sign Is'based only upon paromefers shoswh, antl Is for andndlvkieal bulldlnq�componen to be'� '= "Installeii and"boded yeitalry. Appl�dblllty of-deslgh paramefers and pro perincoiporatlon of commporient Is`r'esponsibllity.ofrbulldingdeslgrier- not•tiuss * —-�,'•''""fl-> '` '> deslgner' Biacinq shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure. stability du`ilhq•construction Is the w - - iespon''slblll y oM� a erector: Additional permanent`=brining of the overall structure k the° r6s`ponsibilify olihe'bulkllnq-aeslgner �Fa(-gene aILgUk1ance�- S .c,- -.. �,: regarding fabrk:atbn, quality control, storage, delivery, erection and bracing, consult GST•88 Quality Standard, DSB•89 Braoing SpecHlcatlon, and HIB•91 T � Handling Installing and Bracing Recomm*ndatlon available from Truss Plate Institute, 583 D'OnoTrb Drive, Madison, WI53719. • � "B Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cs c� WEBS J5 Cr O cc U; ' ; O Q 3�ti V Li a ca c' cw O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM016,019 caiaNG� ® HYORO,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 of joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job russ russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply PITON 289 A 16472 Segovia Cir. N. 12177520 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 (optional) A U AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:06 2002 Page 1 r1-0-0, 3-9-4 7-0-0 11-8 0 16-4-1 1 19-6-13__ _ I 23 4� 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale = 1:42.1 5x8 = 2x4 II 5x8 = 4 5 6 6.00 12 2x4 2x4 i 3 8 h 2 m d[1 [a 0 0 3x8 = 11 10 9 3x8 - 30 = 5x8 - 3x4 = 7-0-0 11-8-0 16-4-1 23-4-0 7,0-0 4-8-0 4-8-0 6-11-15 Plate Offsets (X,Y): [ :0- - -0-1 1, [4: - - -1 1, [ -1, - -1 1, [ -1--1-151, ( - - -1 , [ -1-15, -1- 1, [1 -4- - -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-1 1 > 956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2=135(load case 4) Max Uplift8=-1281(load case 4), 2=-1487(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 16-4-1, f+� 6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 724.81b up at and L7 Design for is delegated to the !�` 603.21b down and 725.O1b up at 7-0-0 on bottom chord. unspecified connection(s) ,�•� ^S� building designer. ,. f�'• FBC 2001, BASED ON THE PARAMETER INDICATED. �'•:��,Q '4f. 7) THIS DESIGN CONFORMS TO . LOAD CASE(S) Standard * No 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) 10 ' d[ Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0 dF Concentrated Loads (lb) Q "TAT Vert: 11 =-603.2 9=-602.7 �s-4.0R40���� o�raL March 13,2002 •^'v+x. b4 °Qwawvrxa vel{1y a`:t, r y - , mrmtets and BEAD N�TES ONTAIS AND REVLR3L SIDE B&FORE USE ` - . -, r�... ., . ,. ,E ,- -Desk7n'valid connectors ihls design Is based only upon-parameters"shown�and 8 for an Indlvldual bulldinq on tto be•' .. �. :for use ont ,wIth,lvlRek k of I`.� x — `sfalled and badeC'vertkalry. Applkabllltyi f design parameters and proper Incorporctbn ol`c'ornponent responsibility bullcllnq-designer not trus3'` des: lgrerc,iraaind shown Is for lateral suppod of`Indlvldual web members only. Addttlon81,temporary.6rpcing to Inswe sta61lity dwinq�Yonsfiuc't�bn is'ihe' `erector: bulklInq designer Faiaq'eneral,qukJance":- - Additioncl�perniah4nf 6Racln6 of the overall shucture Is the-•responslbllltyiof the .r , - 'i:,- .. tar-:� .. espon'sIblllty bf-the 6SB-89 and HIB-91 regarding tabilcation, quality control, storage, delivery, erectlon and bracing, consult' OST=88'Guallty'Stanc'ard, Bracing SpecHlcatiori; WI 53719. �-� .� sTek® ` Handling Ihata111nA and Braclnq Rocommondatlon available from Truss Plate Institute, 583 D'Ondfrio Drive, Madison, Symbols PLATE LOCATION AND ORIENTATION 111/1 * 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 Mrfek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 Cr o0. _ o O � a C8 C' C6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ' BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 MY®R®,A/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. .Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N8 A 16472 Segovia Cir. N. 12177521 DR2289A A9 ROOF TRUSS Pembroke Pines, FI 33331-462.7. 1 1 (optional) A U- A - H, L N D, 4.201 SR1 s Jan 2 2002 MiTek Industries, Inc. Tue ar 1 1 Page 1 -1-0-0 4-9-4 9-0-0 14-4-1 16-6-13 , _ 23.4-0 1-0-0 4-9-4 4-2-12 5-4-1 4-2-12 r 4-9-3 Scale = 1:41.7 4x6 = 4x8 = 4 5 6.00 12 2x4 2x4 i 3 6 6 v 7 2 Io 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9_0s0 14-4-1 _ 23-4-0 9-0-0 5-4-1 6-11-15 Plate Offsets (X,Y): [5: -5-4, - -01,[ 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) - 7 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2=163(load case 4) Max Uplift7 = -556(load case 5), 2=-720(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-1772 BOT CHORD 2-9 =1568, 8-9 =1295, 7-8 =1567 WEBS 3-9=-317, 4-9=286, 5-9=0, 5-8=285, 6-8=-316 NOTES 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 25 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 556 Ib uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard pl 3 ��. No. 4 5161 + �` ,: STATE no- QNr4L r. ;... March 13,2002 1 ^ �`TVVARIITINO Ire design parameters Sued RBAD',N 8 ON TffiS AND REV6RSEx8IDE BEFORE USE ; C -7-* Desk�ri".valid tor,use,onryawtth•.MITek'conneclors�,Thhtleslq Is upon tei; S'.k a 6,'cdm t 'r •rev- r 'f t '"' ` <bosed only upon parameters-'rshown .and kfor-an Ind Nkival buildingccomponent+lo y ti t 1' t. t r r r ne ,* n 'ei- ,n x -Instglled `dnd loaded`ver1�61y. Applk;obBlty of tleslgn paiQQQmmmeters and or Incorporatbn`of component k iesponslblltty-of bulkllnQ deslgner2 not hues` deslgner�Btacjhd'sK6wn k for Werol'support of•Indlvldual•v+eb-members only., Addttbndhtemporary�tiraclnq to Inswe•sta61111y du�rinq+construcllo'n k the-: '"`..+ •'"-.: �j aesponslb11iyxbflthi'e erector. Addttional'�peimdnentdbr�cl66'of. the overall structure�krth'e�ie'spun'slbllRV,of. the-bul&66 de#Ignez For general;quklance-:'.` ,r�„ iegardlnq tab_&ation, qualtl control, storage; delivery, erebtlon and bracing, consuB-OST-8elbudlity•Standard, DSB-89 Bracing SpeclBcatio"n,�.and HIB-91 - �"/e, Haridllna'indalling and Bracing Rtcommondattomavailable from Truss Plate Institute, 583 D'Onof to Drive, Madison, Wi 53719. 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. Numbering System J2 J3 J4 TOP CHORDS a 3 WEBS J5 Cr occ _ o a O IN - r- a ce c, ce O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ' BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANLIEL CP FORM016,019 GANG NAIL I ifYORO,4IR® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss I ype JUNAIDIE BUDIMAN PE #45161 ty Ply RTON 2 89 A DR2289A AGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177522 Pembroke Pines, FI 33331-4627. (optional) ACCU-SPAN-TH, L L 4.201 SR1 s Jan 2 2002 mi rek Industries, Inc. Tue Mar 12 1 Page 1 -1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 20-8-0 1-0-0 5-24 4-7-12 4-7-12 5-2-4 1-0-0 Scale = 1:37.3 46 = 4 6.00 Fl2 3 5 2 6 qq i ' Io df 3x4 = 8 3x4 = 5x8 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets KY): [ -4- 1, 1 1, 1 1, 1 - - - - 1, 1: - - - - , [ 1, [ - , [24:0-0-0,0-0.01, 125:0-0-0,0-0-01, [26:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins, BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1000/0-4-0, 6 = 1000/0-4-0 Max Horz 2=161(load case 4) Max Uplift 2 = -587(load case 4), 6=-587(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 =1204, 6-8 =1204 WEBS 3-8 =-360, 4-8 = 531, 5-8 =-360 NOTES 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. l�i�� � ��� LOAD CASE(S) Standard �ti �.•P� 11 No, 4.5161 � STATE OF r OR QNA1. � a Virrjjy asaig►► pararrsctefafand REan Lr 9 ON THIS AND REVERSEsma HBFORE usE yi n 1 Design v_alld for .use onh/ wI1n.MITek connectors Thb de n based only upon�parameterstshown-rond Is forgo individual bulldlr9r,component to�'be< - & .., Y -. .4 N "._ - lY' tP 7` • ,? .. t .� Y t'-5L .,Car -•; Fsinstail ad nd boded vedkcl A plbabiitty of design parameters and proper Incorporation of component k•i6iponsibllli '-of bulkllnq.designer-not Lus's•"' ` deslgne? Bracing -shown Is for lateral supportdofdndividual' eb members only: AddBbnalrtemporory braoing to Insure sidbll yid �ring'bonstrucibn Is the responslblllty of the-etector?,AddBbnalfpetmanent brbcin of the•overall'stiricture'`kfihe'responsibBtlyz of-the-bullding"8AOiM-1 6',rg' neral'°qulalance'.'; 14' egordlnQ If flcaflon, quality control, storage, denvery, eiectbn and bracing, consult CST=88' Oudltly`3tandard, D58-89 B`rd-c'Iny"fSpeclflcctlon; and NIB-91' -� Handling•"Installing and Bracing Recommendation available from Truss Plate Institute 583 D'Onofrb.Drlve, Madison, WI53719. e - 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. All *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 J2 J3 J4 TOP CHORDS a c� o WEBS J5 o _ o U ir O a U 0 r a C8 CI C6 O 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 19! 0 MiTek® TM PANEL CLIP ®. HYDRO -AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the . building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N 2289 A 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627. (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 9001 MiTPk Industries, Inc. Wed Mar 1 :51: Page 1 -11-0-9 6-10-8 13-5-8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5.8 4 7 3x4 scale = 1:56.7 6.00 12 6 11/wedge 5x6 0 5 n 5x6 i v 4 8 2x4 I I 0 3 9 3x8 5:� v 3.00 12 2 10 1 5 3x4 x6 0 3x4 4x6 11 6-10-8 1 13-5-8 1 20-4-0 i r 6-10-8 6-7-0 6-10-8 Plate Offsets (X,Y): [ :0-4- ,0- -11, [4: - - -4 , [5: - - -41, [ :0- - ,Ed el, [1 - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB O`.94 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (lb/size) 6=988/0-3-8, 2=1030/0-8-0 Max Horz 2=853(load case 4) Max Uplift6=-826(load case 4), 2=-465(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642 (6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. �� 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. !�` t 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard %�•�•': t �• No. 4.5161 � ,t O : SPATE F �sO.wd� �Na1. March 13,2902 WARNING Va dssi ' rameten and READ E3 ON THIS AND-REVERSS SIDE"BEFORE`;USE ®i a- .,.'_ . ... - ^' i1Y A�' . iC,+''�° witn'MITek hb de rts'6ased upon param'efers shown-and;ls fdf'an'IndlvkJualTpbulklinglc be'-+y�` - ; .�Despn`.uglIdI or -use -only: connectors' only pon ,to „'":'<' '�In--Ib)idt,gn'd°-bacf `6'veit(colly: AppIlc8IIBy of'des`Ign pa eters and proper.lncorporatbn of co'mponenYls respons`ItillUy of building Ceslgnei - not buss '" .E•- - -L k•fh$ ?;» K?�i deslgner Braaln7g shown Is forldterdlsupport of'IndNidua1�lN,eb members only:'Addttbnal.te`mporary?tiracinq to Insure'stcbllBy�du'slrp consTiuetbn Additional permcn'enPbr�aln�,of the overall struc(ura#k �ihe`responslb0lty�ol the bulkllnq'�tle'slgnei: For�q'e a oI' guldonce.` r�espon"sl illlty'of •the�ereclor. a7bhr P> 5'G- LF Speciflcatlon;'and-HIB-91 •i4''` regarding'fabiicatlon, quality control, storage, dellDery, erectbn and bracing, consufl CST=88 CualMy Standard, DSB•69 Braelny T ® ' Handling Instgllinq and Bracing Recommindallon available from Truss Plate Institute 583 D'Onofrb Ddve, Madison, WI53719. 1 Symbols PLATE LOCATION AND ORIENTATION 14- 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-1 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 73- Q WEBS JS 0 0 0 ce c' w O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FOR M018,019._ .. GAING-NA JL ® f1y0R0.A/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply H T N A JUNAIDIE BUDIMAN PE JJ45161 12177524 'DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. 16 1 Pembroke Pines, FI 33331-4627. (optional) A A - H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 08:51:09 2002 Page 1 11-0-9 5-7-13 11-0-3 16-8-0 1-0-0 5-7-13 5-4-5 5-7-13 5x8 7 3x4= Scale = 1:45.7 11 w/wedge 6 6.00 FTT 2x4 II 5 a.5x6 10 8 2x4 II 3 9 3x8 = 3.00 jT2- 2 10 W 1 5x6 ; cdt 3x4 4x6 II 5-7-13 11-0-3 16-8-0 5-7-13 5-4-5 5-7-13 Plate Offsets (X,Y): [ -4- -2-11, [4: - - ,0- 1, [ -3,E el, [1 -3- - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS- 1 Row at midpt 6-9. SLIDER Left 2 X 4 SYP No.3 2-11-12 REACTIONS (lb/size) 6=816/0-3-8, 2=857/0-8-0 Max Horz 2=707(load case 4) Max Uplift6=-681(load case 4), 2=-392(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11 =-10, 7-11 =-10, 6-8=55 BOT CHORD 2-10=1644, 9-10=1641, 8-9=0 WEBS 4-10=110, 4-9=-687, 5-9=-399, 6-9=1327 (6-51 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. lQ� �� r� 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. t L1 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard. * : No.4.5161 '•.. OTATE OF r Y y' O R V L March 13,2002 5 _®warixrxa very ag:tfi►a,ra.� aria tear' Es otvrms alien ieerreRse erne ael*oxg user.1 st <®®-•' tY lY r 1 v'it 4s k fotaan Individual building' component with"Mfrek oonnectors dScsed- +'Design ovalld for. use only 7hk , rF-I only upon parcmeters shownhand x- I .nu t 9fi e - -- !.a �.•.� .;�. t A + 1 .. r -�r. lnsfalled,and k�aded'4ertk:ally.-applablllty.df'design par meters and piopef Incorporibn ofcomponent"hre'sponslblllty ol,bull$Inq designer not truss''.: t..., '+designer:"'BraclnQ_shown 'lateial'swpport 1ndNkival web only.''AiidRbrial'tempoiaryi bracing to insure'stcblllt-8- 1— construcfidn�k the s ?;' ^.`.a.r, k for of members �' ;•. ies nsitSlllt '-6f4R4 erector. Additionalthe overall structureV, 1heil4ii3onsibillity of the-bulldln ides nerAFor> ener5l ulddnce', T �, 't ' delivery, Standard; bSB-B9 &aeling SpecMleatlon, and HIB-91 tx iega dinghobrk5atlon, quality control, storage' erection and bracing, cons6V ST-88`O IBy ' Drive, Madison, W153719.-- Handling'Installlnq and Bracing Recommendation ovallable'trom Truss Plate Institute, 583 D'Onofrb F Symbols PLATE LOCATION AND ORIENTATION 11/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are,in inches, Apply plates to both sides of truss and sec u'rely seat, *For 4 x 2 orientation, locate plates/a" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 400" continuous lateral bracing. BEARING . Indicates location of joints at which bearings (supports) occur FORM01s,619 - Numbering System J2 J3 J4 TOP CHORDS c2 ca 0 WEBS IJ5aOO ace c7 cr. 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 19! 0 MiTek® OM TM PANEL CLIP ® HYDRO -AIR ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE tl45161 ty Ply HORTON bR2289A BB ROOF TRUSS 16472 Segovia Cir. N. T 1 12177525 Pembroke Pines, A 33331-4627. (optional) —ArCTSPAN-T, LONGWOOD, FL, MiTek Industries, Inc. 4.201 1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 :51:1 age 1 -1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 6.00 FTF 3 5 7 5x6 = 6 Z 3x4 3x4 1 3x4 O 3x4 3.00 FT£ 4x6 II 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets KY): (:0-4- --11,[6: - -4, - -1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (Ib/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2=130(load case 4) Max Uplift6=-363(load case 5), 2=-455(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 =1 125, 6-7 = 1 125 WEBS 4-7=690 (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 1 l�t 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ..�`,��s LOAD CASE(S) Standard * No. 4 5161 -A� i v ; sr>>�1'� o� s w March 13,2002 'e`,7'r r- "."rc""4"F"r'�'<^'•, >y., r-• nc_..2 - .tc. r r - r ."� r' t.ct?' t--,r_o® ,L- r'--'MCI '^ ®WAIWING Vsr{fy design pa►.,,nFf a.� arsa tt�rsn ES ox rffiS.uvn Revr,Rs ii ii"ORE use _ ,, +? ; , ss .r: x6ts�+ t r c=t ra x z ro sigrim`vallcl use only with' MRek connectors `!This des n. B,based only upon�parametan shown; and Is for anilndlvkJual building component tosbe.. I _ __— _ .>p Insta`Iled�-and: bdded verfkalry. Applicability of despn� pcPa'meters and proper Incorporatbn ofac`omponent;k responsiblldyTof bulkJlnq design"er °;snot huss'"� `` ^ p ti ¢s. T Y rN r racln to Insure"stabllit d5rin constwcibnB the despner: Braclnq shown k for lateral suppod of. IndNldual'web members only."Addttbnal tempo ary, b, q y q ' spon°sl6illty 61`tKe-erector. Addltiirial'.permanenf br�cin}l of the oveiall structure IsIthetesponslbillly of the- building;designer'?For. general qulddnce•- er • . - r*-' �; �''•'- q q y qe; dellvery.'erectbn and bracing, consult 9ST=B8'OucIB'y Standard, D58-89 Braclnq SpedMcdtloh; arid'HIB-91 'e""ordlri "tabrkdtbn, qualit conhol, sfora D'Onofrlo WI53719. i�e_k® ' Flondlln$'InstalllnA and Bracing Recommendation ovallable'from Truss Plate Institute 583 Drive, Madison, Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of -truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c� CrWEBS J5 0 0 O O a ce c7 ca OF - 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® O PANEL TM CLIP ® HYDRO -AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is anon -structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply H T N2289 A bR2289A BBGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177526 Pembroke Pines, A 33331-4627. (optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1:11 2002 Page 1 .1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 2x4 II 2x4 ll 6.00 rTT 3 5 7 5x6 = 6 2x4 II 2x4 II 2 3x4 3x4 3x4 - 3x4 3.00 rT£ 4x6 it 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets (X,Y): [ -4- - -1l, [ -4, - -1 l LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0:88 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (Ib/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2=130(load case 4) Max Uplift6=-363(1oad case 5), 2=-455(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 =1 125, 6-7 =1 125 WEBS 4-7=690 (8-7) 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer `Qi 13 should verify capacity of bearing surface. ....,� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb 2. ' ��L uplift at joint �.• 7) This truss has been designed with ANSI/TPI 1-1995 criteria.• 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. f ;• • NO, LOAD CASE(S) Standard = K311• AIT c •% E�f RID March 13,2002 gN THIS AND .,- r WA[NINOVeg dead'`tSOREVERSE 3iDEiBEPORE USE3 E "� n �' + -nli&I®•ak,(9). ,.'.4 �' !. •1.l+,:. r ke [ .._ k t ')° +• eh i+ �. n S..hr" 'a r �: - [a :•, forcuiaonry,wtth:MRekconnecfors Deep Ralid !his desighhcisbased only uponparametershown ;and is for an Ind Nkival�bulldinq component to'yle$..., d..� .i. ,..v. i n...r�. rvw. 1'�... .., .v. r9c .♦... v •'tti ., `truss', .: OkO'.. I Installed^'.and boded verik:al(y.' Applk'cblllty�of '<Jesign parameters andproper. Incorporatlorn of;oomponent -is responslbilltyol'tiulldinq designer_- not ;'i^=s `��d�eslgner; Bracingshown isfor�lateral'support+,ol IndNlduaI lveb'members only:-Addlibnal•tempaary'broclnetsl6blllfy q to In'surdu�lriQ4constructkin-ti the-�'-"��`•` - r «- �reresponsitililty'64-t4 erector: AddlibrioP'permanent brbclnq=of the overall strut re ls fhe^,iesponslblllt'y of the building"', lesigner For�general[qukidnce t` ?- hS ', x"�� <- vt�. ar`dln `labrk;otbn, quallf control, store - q C y 9e, elivery, eiectlon and bracing, consult CST 88'Oiiallfy'Standard,'DSB•89 Braeing Spe IW188tlon,'and HI' 91 ` Handllnii Installing and Bracing Recommendallon available from Truss Plate Institute 583 D Onofrio 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. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 Cr WEBS IJ5 oer O v O a cs a cr.O0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 1CBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018,019 C'ANG-NAIL ® HYDRD-AIR® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply H N A JUNAIDIE BUDIMAN PE N45161 12177527 t7R2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 i 1 Pembroke Pines, FI 33331-4627. (optional) • - P - H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 S191 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:12 2092 Page 1 16-8-0 1-0-0 16-8-0 2x4 II Scale = 1:47.0 11 2x4 II 10 9 2x4 II 6.00 12 8 2x4 II 7 2x4 II 6 2x4 5 2x4 II 5x6 i 4 3 1 2 -3x4 = 2x4 II 2x4 II 2x4 II 2x4 II- 2x4 II 20 II 5x6 = 2x4 II 16-8-0 16-8-0 Plate Offsets (X,Y): [ :0- - 1,[1 - - -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-11 >891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 204/16-8-0, 13 = 185/16-8-0, 12=89/16-8-0, 14=190/16-8-0, 15=188/16-8-0, 16=187/16-8-0, 17=190/16-8-0, 18=178/16-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Uplift 13=-150(load case 4), 12=-69(load case 4), 14=-162(load case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case 4), 18=-153fload case 4), 19=-236(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=38, 3-4=-38, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12 =-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 (7-61 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) 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" !�` 13 31 Gable requires continuous bottom chord bearing. � Ll 4) Gable studs spaced at 2-0-0 oc. �� i% • ••r� 5) Provide bearing 150 lb 13, 69 lb mechanical connection (by others) of truss to plate capable of withstanding uplift at joint ��f�•�'. uplift at joint 12, 162 lb uplift at joint 14, 158 lb uplift at joint 15, 158 lb uplift at joint 16, 160 lb uplift at joint 17, 153 '..%�(.� lb uplift at joint 18 and 236 lb uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. t :• NO. 451f# OrLOAD CASE(S) Standard �• r ••� STATE OF16. Q � (V QNaf. March 13,2002 dssi mrrieters`andl?tLrAD ES.ONTHISANDREVERSESM BEFORE —) t G 4�q �'K`'h.'.2.tih�.`ik::'i 7' '•X$t 13t a�S x;. .®wAR1YlNal�ve�ryp _ rr .✓ y,- {, .f F tr-.A"'ti?jM1*^Md„('�i �.-°.� i...ri �' Deslgh�ia•�Il�d�for'use only with, MiTek connectors Thb desly�n :k'6ased�only upen.,perameters shown,'and Is:forran'Indlvldual bulldlnq?rcomponentfor+beg tc1� Q,.�h _ r• 't`. �y�9 T ar1 i t� �- Y�-e l't ... - .• -b.L 'Y• ;.N.A sAtiR,.l .� fe �. p 1'J _ _ _ Installed -and lo`aiied'vertloalry. Applbablllty ot;tleslgn pardmeters and'properancorpoiatbh ofrcomponenfk i'esponslblltty�of bulli'Jlnq,deslgner not truss �'� �i:} '�"" �."r -' deslgnei -Braclnq_shown k for`bteral support of ihdNkludl, 4teb members ohry.'Addltbnal'iempowry%tirocing to Inswe sfabllB'yyduilnp� consfruc4lon k the Y `• �'s`t' respons(blllty'rof�iti�e brector.`Addltbnal"permanent braicing�of ihe overaltshuct6re k�itte,�esponslblllfybFthevbulldlnq''designer§+For=generglrqukJgnce- +1�1'�'tt,� <,� y..., �` ,>' t k regarding fabrkatbn, quality coNrol, storage, dellveiy, etecibn and bracing, consult CST=88"'CudlMyStandard, DSB 89 Biaeing SpecHlcatldn`dnd HIB-91 - Handling Ihstalllnp and Bracing R�comm�ndatlon available from Truss Plate Institute 583 D'OnohbArlve, Madkon, W153719.='_ ` >. -_� iTek •'1. _ .. },.r .' a'i.?�s=fit.}. +:..iJ %Sr?'i�`v. kt.. .'.. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. �A„ *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c� o WEBS J5 ocr _ o u � O f- a U c7 ca O0 BOTTOM CHORDS it J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 �No-� ® MYDRO,A/RO ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate. without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H R N2 A bR2289A E ROOF TRUSS 16472 Segovia Cir. N. 2 1 12177528 Pembroke Pines, FI 33331-4627. (optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Mar 13 08:51:13 2002 Page 1 -1-0-0 4-8-0 9-4-0 _ 10-4-0 r 1-0-0 4-8-0 4-8-0 1-0-0 Scale =' 1:19. 4x6 = 3 6.00 riT 4 2Li 5 3x6 = 3x6 = 8 7 6N 2x4 II 1-4-0 4-8-0 8-0-0 9-4-0 1-4-0- 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.06 4 >295 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 > 298 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 517/0-1-8, 6 = 517/0-1-8 Max Horz 8=-92(load case 5) Max Uplift8 = -400(load case 4), 6=-400(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-171, 3-4=-171, 4-5=33 BOT CHORD 2-8=69, 7-8=69, 6-7=69, 4-6=69 WEBS 3-7=-206 (6-5) 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. �+ LOAD CASE(S) Standard P V_ [3��� ....... No, 4.5161 � ,t ' 4C O•• Y T C 2[�/ � i �jt�l�Or ���I _ March 13,2002 t,-s+.- i.�y. L."Tb �y 4 +Y .- l.. �+-'^' yCF :';.V3f R T"i jf "j"N^'rv. 'GaF•. v'! t,r' ,'"<AIVARNINd Vei�{jy etgnpaYatrrtEt'srbattdREAD¢NbTESONTWSANb.'REVERSE+SiDEBEFORE.USE ,. < -_�. r.y r c n.� t - s 1� ... v d •+,pit;'• Oar ,+'^'U f• x Deslgm }alkiwtor�.use.only-with MITek connectors Tfik tle •�is'basedsonly uponpparameters shown end a foG$n IndNkiu bulkil� n9 omponent to bt%y F iiy t •r � x•kf`.t . t-n •-k., y. - and loaded veRlalty: Applk 6blllty of design pc1dnieteis and pioper'Ineorporatbif of component is iesponslbllify.ot bulklin9!deslgner=•not',th odeslgnel" Bracing:shown Is fotrioteial support of Individual Web members ontV.,A'ddiflonahtempoioiy-bracing to Insure'stablllty duilnq construcflon k 4he xq ?c? rg f aesl nle i< z respon Iblllty�ofKihe erector.Addhbnal'permaneni brbcin�j -of the overall siruclUre k -1he iesponslLilllty of -the. bulkilnq-deslgner' Foi general�;qukiance� ; „r +e `+•�:.,":" . y �,_Y,r `regardirg fabrldtlori, qual'Itycontrol, storage,'deilve;y, erecflon and bracing, consulttOST-if alByStandard,`DSB-89'Biaci-eiipecBlo8fion'a'nd HIB41` �NMiTek®' WI53719.=' Handlinadnstallinp and Bracing Recommendation available from Truss Plate Institute 583 D'Onofrb. Drive, Madison, Symbols PLATE LOCATION AND ORIENTATION -41 13/1 *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-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca ca Q WEBS J5 0 0 O Q. O U Q. ce c? C' 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 FORM018,019 QANQ-wuL ® #WDRO,aea® ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacentjoint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type ty Ply H A JUNAIDIE BUDIMAN PE #45161 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 11 Pembroke Pines, Fi 33331-4627. i (optional) A U- PAN- H, LONGWOOD, FL 4901 SR1 s Jan 9 gow mirek Industries, Inc. Tue Mar 12 1 4 2002 Page 1 -1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale ? 1:19.3 4x6 = 3 6.00 F12 2x4 II 2x4 II 4 2 LJ 5 Io 1 2x4 11 6 2x4 I 2x4 = 2x4 11 2x4 = I 4-8-0 9-4-0 I � 4-8-0 4-8-0 Plate Offsets (X,Y): [ -0, - - ], [1 - - ] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/dell = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 51 1 /0-8-0, 4 = 511 /0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2=-326(load case 4), 4=-326(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-424, 3-4=-424, 4-5=17 BOT CHORD 2-6 = 372, 4-6 = 372 WEBS 3-6=87 NOTES 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 25 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. NO 3 �i�_ LOAD CASE(S) Standard •,••• ` No, 4 5161 -a �4C SPATE OF ANAL March 13,2002 I ,f . DE EFO USE x � AIS AND'REVER�E 3I $ ' �• � , E3.ON T �f' ufeltivl>v O Ve ° dsd rnmee.: a,ut REziD ,. ,} ►Uu sh ra 'APT . f x %e Design valki forFuse only wltti MITek connectors'<T.his'deslgr"is based only upon p, aramefe'.rstishown?,ond k for ....t lvldual bulldl eo �, v? K Instolled'.aridik�aded vetlkally. Applloabllhy of'deslgn paigmeters and proper incorporation of component'k`iesponsitilllty oKbulkllnq deslgner.�not truss a r } "Asldesigner,^ &acingshown is for 'lateral support oY.IndNkJuol web members onty.Addltlonahtemporciybroclnq toiniwe sTabllBy duiln9}constNcfbnk-fhe i , Jk. _ t llik06ifthe erector. Additloncl�`permanent�brbrclnq-of the overall stiucfure Is4the?�respdnslbiUfy:ol:1he-tiulkJlnq�'dessigner"+�For7general_.quldance ,�rlesponill 88'auallty • < r" ;'i` regarding fabrk;atlon, quality control, storage delivery; erection and bracing, consult aST Standard, DSB 89�Biacing SpeeHlcatlon, and HIB-91` p Handling Installing and Bracing Rocommondation'avallable from truss Plate Institute 583 D O,nofrb Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz c-3 Cr IJ0cr U a ' 3O aOace 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® O TM PANEL CLIP FORM018,019 G'�'N�- � ® HYDRO,A/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �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. b • Truss russ Type ty Ply H RT N A JUNAIDIE BUDIMAN PE #45161 12177535 2289A FA FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (o tional) U- PAN- N W L, MiTek Industries, Inc. 4.201 1 s Aug 1 I e Industries,Inc. Wed Mar 13 08:51:20 2002 Page 1 3-4-0 6-6-4 9-8-8 , 12-10-12 , 16-1-0 ,_ _ _ 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale = 1:33.3 2x4 II 5x6 = 2x4 II 4x8 - 2x4 II 5x12 II 1 7x8 = 2 3 4 5 6 7 v 13 12 11 10 9 15 3x6 II 7x8 = 2x4 Il 4x6 = 7x8 = 7x8 = 3-4-0 1 6-6-4 1 9-8-8 12-10-12 1 16-1-0 1 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate Offsets (X,Y): [3:0- - ), [7: - - -3 1 -4-0, -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 480 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except` 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14=1065/0-6-0, 8=1593/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750, 9-15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1907, 6-9 =-239, 7-9 = 2464 (5-41 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-7=-100.0, 8-14=-10.0 B Concentrated Loads (lb) 1pi� Vert: 15=-564.0 sit i"• f" d � �• '� r`l'tZ y{a ' �• O 1 ATE OI FN �sJ,coR�oa qr.w��� Q�raL March 13,2002 riift& SS�IVARTIIN&deatgnpandn NVir{ fyd'RCAD:NOTES;GNTMSAND-REYERSL 3IDS,B&FORE U3E Tr # _+ f .�iry ry .- �y 4 r c»n,' - M"i ;, n; 4' d3 l.�f� R it-- ?h`,Despnlyalkl loruse onlywith. MITekconnectors. Thk.cJesignfisbosed.onl u �n pdrampters shown"'ondls for�an Indlvldual-building component t be Gs:?;-�?`; a Insldlled and lorded veitk;Sly Applkoblilty d1 cJesign d'r'arrieters and praper;lncofpoiatlon" of com;ponentik IesponslbllRy.;VI iulldlnq deslgnei = nb,�iruss:5.'Q' XA d+`I designer. Braolriq'shbwnrk for'lateialEsu;6 oif of Indlvidual�web,,.members'onl .-Aciditional tem rgi• bracin fo.lnsure�3ldblllty;duilnq const,rucfbn k^the.+ti , .'_ i '� Y• Po. Y- g . ate} ,'s"G t"'7rl,responslblllty`o1`the errecfor.-Additb'nalpermanent br2aclnq*,of3ttieoveroll,shucfuie'k_the-respon"slblllty�fsthe�tiulkJlnq�=tleslgrier.-For generdlr'auldanCe `��-^�A7 4r�^•. ° regarding fobrlcatior''quallty'conti&, storage, delivery, eriectlon and bracing, consult CST-88 Quality Standdid4DS8-89-8iacing Speotficcitlan, cnd HIB 9� Handling Installlnp and Bracing R*commr ndatlon available from Truss Plate Institute, 583 D'Onolrb Drive, Madison, WI5371,9.. 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 plates to both sides of,truss and 1. Provide copies of this truss design to the securely seat, building designer, erection supervisor, property 1/1, Ye 4 J2 J3 J4 TOP CHORDS owner and all other interested parties., 2, Cut members to bear tightly against each C7 �3 other, WEBS 3, Place plates on each face of truss at each *o For 4 x 2 orientation, locate a �' NJCE joint and embed fully. Avoid knots and wane plates /g' from outside edge of o _ at joint locations, truss and vertical web, 0 a 4, Unless otherwise noted, locate chords lices 1 P C8 C, c66 o at /4 panel length(' 6" from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. * 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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTeko TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional . engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL 0 HYORC A/R " russ russ ype JUNAIDIE BUDIMAN PE #J45161 ty Ply RT N A 16472 Segovia Cir. N. 12177537 A LAPAN-TH, FG23A FLOOR Pembroke Pines, FI 33331-4627. 1 (optional) L N W D, i ek Industries, Inc. 4. R1 s Aug 0 1 r ek Industries, Inc. Wed Mar 1 1: Page 1 3-1 1-0 7-8-4 1 1-5-8 15-2-12 19-0-0 22-1 1-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale = 1:39.5 5x6 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 4x6 = 1 2 3 4 5 6 7 13 12 11 - 10 159 8 3x6 II 5x8 = 2x4 II 4x6 = 7x8 = 4x10 = 3x6 II 3-11-0 7-8-4 1 1-5-8 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets (X,Y): 1, [1 -4- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 >504 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 480 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.2D, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1378/0-6-0, 8 = 1859/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10-11 =8538, 10-15=8538, 9-15=8538, 8-9=800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 = -239, 7-9 = 5166 (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) 2-ply truss to be connected together with 1Od 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 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.01b down at 18-8-0 on bottom chord. I� Design for unspecified connection(s) is delegated to the building designer. 1pi 113��� 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. .........,� �• LOAD CASE(S) Standard �' 1) Floor: Lumber Increase 1.00, Plate Increase 1.00 Uniform Loads (pit) No. 45161 Vert: 1-7=-100.0, 8-14=-10.0 ' Concentrated Loads (lb) Vert: 15=-757.0 �'� STATE OF � s� o R gip. Y OAL -„ March 13,2002 t.'o-'WJ i.•'-l. MTl . !t1'cew w.9 ., �. -.—s 1,::Yq',^"rr .:q,. ..a ♦ Mr�fi$"uYis r. f •_ -'3 ®twdRNlNa=;VerY9 designpararn`eterr�a"REA IN&ES ON THIS It S(DE'BEFORE USE�� �, a. •A. _ ',.x 'w �4r�?'ry a . ,:bi•:r,prf., r .,t}�::;*",,�ty':��.✓� .n „.0 ,.•s!1` Design;,�alki for. use only wlth MITek corm - tors•�YThh deWn Is,bosed only upo'mpaiameters sho n,,cznd k for�onXlndlvldualjbulkfl�nq cotmp nent_to be y.. J. Installed on 1 oded vert�ally Appt ablllty of design p$rdmeters and proper, Inco'rporation'of component k'iesponsibllltyof bulldlnq despner`-'noPiruss ';•`� _ - `., ?' ';' ��"�•' designer'?Br6clnq shown k for loteral'suppo oRlndNkival'web members only:-A'ddlti8n il�tempoiar br6dn 10 Insure` statilllty'durin' construcibn-Is the r '+` ' '•*c respo`fisltilllty of the erector. Addltbnol'.perriranent broclnq°of the overall'structure ky{fie ersponslblllty-of the-bulkJlnq"eteslgnerFF'gr general'qukiance" "a '1 regarding f$brication, quality conhoi, storage, delivery, erecibn and bracing, consult CST-88 CuatHy'Standard, DSB-89 Braclnq Sj e"( atton'and HIB-91 - Handling Ihstallinq and Bracing RrrcommonddWh available from Truss Plate institute 583 D Onofrlo Drive, Madison, W153719. F_ Symbols PLATE LOCATION AND ORIENTATION 14- 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. L,ry 1/B„ //tltl� *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 Mriek/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 J5 Q 0 0 U O O U a ce c7 u 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" jIllIIIIIIII TM PANEL CLIP ® HYDRO/UR ®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 russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply RT 2289 A 12177538 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331-4627. (optional) A U- N-T LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:23 2002 Page 1 -1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:19. 6.00 FTF 2 1 4 2x4 - 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 24 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=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2 = 291(load case 5) Max Uplift3=-305(load case 5), 2=-167(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 Ib uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard Xp AFC 13�/Q No, 4- L5161 O 1 AT E V F Y Q ��• .60 to R �aNaL .. March 13, x � 2 r �t®IVARNIN� Vsr{fy dstigil par+hrrle�srs � READ NOTES ON TffiS AND`;RE VER&E _re 3 e�� ;, r , .rt c c� Hxav utx r ! a _tfs { R air' upon''para�meten'shownFand is for bulldlnq�componenY cin-,I Iv .. , -Des n valid tor+use'ony with`MITek connecto(#,:"ihk design�k based'only an fllndlvkival Installed'and loaded vertkcdlly� AppBc'abllttyrol'deslgn porameters and proper Incorporation of component Is.r'esporislbiiify'o'f bulkilnq, desk�nei'= not>truss - - '�'f"' deslgnerf.Bracinq shown B foFlateral4uppod otlliidNkival web members only"Addlibriollteii P;orary braolnq' 00n's"ur'estatilllty dminp.constrUCWWb°!thae�"•fv,?_ y. • `i of the, `v r Ilsir'ct' th rasnslblllt of the buil�Jln ,des ner�Foi' eneraf uldance. responslblllty of -the erectoe�Addltlondlupe'rrnbr(ent=br>aclnq o o ea u urefs 8 po y 9 W g q T regarding labrbatbn, quality'contiol,'st'orage, delivery, erection and bracing, consult OST-88 OualBy Standard, OSB 89 Br6cihy Speamcatlon, and HIB-91 e k " Handling Installinq and Bracing Recommendatlon available hom 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 inches. Apply plates to both sides of.truss and securely seat. *For 4 x 2 orientation, locate plates '/a" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 Cr oCc _ o U O O U � a c8 c2 ce O 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 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 MI! MiTek® L TM PANE CLIP LNG-"""` ® OfYOROvAUR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 2289 A 12177539 DR2289A K ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. (optional) TCC OD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 1 iTek Industries, Inc. Wed Mar 1 :51: 4 2002 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:14.9 6.00 F12 2 1 4 • 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.09 1-2 > 157 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Horz 2=212(load case 5) Max Uplift3 = -21 5(load case 5), 2=-151(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p Pill * ' No, 4 5161 O•'sue hSiA EOf c o a 9•fAM March 13,2002 -Yr k 1pa3RlvrnTo Ve dssi' nametsn and READ NOTE9'ONTffiS AND' g Ppw, a <,tc Y *-. w A• •^:� , rUU 9nPa 1REVERSE SIDS BEFORE USE w • " 4 ' 1 �' " r ri r tea h, r a a n- a •. f s r :rt ssa1L In 14 . ,5,q t. Deslgn,valid,foM:useonry.,wlh MlTek cohnectors -ihh design b based onty�upon;parameters shown- and Is'foo-an�IndNlaual bulldlnq,comp, Want to-t�r'e." rn x • -� r rn.ra Installed and ksdded Apbl�ablllty'o'f �eslgn"pdidme'Ieis Incgrpoldtlon of k responsibllltyof DulkJinq deslgA�i`'=notAttu verilaalty and proper com"ponent -ss;'�a., "` webEmembers "� despneCBracingashown'B' loi laterafsupport or lndrylaual ohry.'Addttbnal temporgryjbraclnq"to'Insure sfabllify during constiuctbn,k:lFie� _V?� ;�`�"-{ p y pe g `ponslpll(t ohthe bulklin d`es nec'Foi enercl !'il`danca•. � �' ies `onslti�llt of ]�e',eiector Adtlltbn5l- rmanerit'^brbrclii "^'of'.Ihe`oveialPsiructure'k iRe; res "' y r. "' '4 W 9 4 ry - ny l.,.3 W'..i regarding 16bri& tion, quallty control; storage, delivery, eredllon and bracing, consult OST-88 CualBy Standard; DSB�89 Bracing SpecRication, and HIB 9Y' Te k® Handling Installing and Bracing Recommendation available from, Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719.. r Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of, truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c-3 Q WEBS No��Q U O O U � a c8 c7 ce 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M1 MiTek® PANEL TM {\® CLIP FORM018,019 CIANG wuL OR 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 1/4 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 ITruss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H ORTON 2289 A 12177540 DR2289A KA 16472 Segovia Cir. N. ROOF TRUSS 1 1 - Pembroke Pines, FI 33331-4627. (optional) A U- PAN-TH, N W D, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 -MiTek Industries, Inc. Wed Mar 1 08:51:25 2002 Page 1 5-0-0 5-0-0 2 Scale = 1:14.7 6.00 12 1 3 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2 = 1 77/Mechanical, 3 = 48/Mechanical Max Horz 1=199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard INVE 13 ,........ 4.5161 a` s c STATE OF ='� D�{t`'•� 0 R t0aa°' March 13,2002 rc7" .-�••--�,A•ft, - .c: I :. .: q as y. ,-' ,... r...., r tf-}4 ^ "�' t rWd ,• Y-..y. .rr :4"�•. Ts Yf . a +y, ? ' .4"10.1e.'.r5'rn,(. yaM ant®waix�vtNa va ya4,t9,.�a.ame�a and'READNOTESONTMS"MREVEItSESIDEBFFORE'U3B , "#C^x 1x y+r't;� '�e#zr "n;_®®wR4Iy 's.v %, t . 8".a�' `n'-„•T'c�+t1!.., w. ."` h a �, �• , .k'� clu 1 %Qn { ,�.'.'•a+ €--� ."D`esignkvalid:foruse onry wlfli. MlTek conne torv,!Klsdeslgn,is based only uponrt.palamaters shown'Tand Is.stor�an �lndlvldual bulkJln9 co,mppnenl to be.< dssi .; _ 1 �x +_'y �-w�.....a - s.:yr a;>.,,se .�. aar4Fh r Installed'andtlooded veribalry.•Appldblltt of design paibmeters and proper'Incorporatbn of component`isresponsltililty of bulRll'nq:dtss�gner �. nottruss` _Pt {t.47 1" Brdcinp shown' Is for lateral suppo 1 ol�intllvldudl web members only:-AddlflCoaltiteinporary!biacinp to Insure stability duflnp const ucfbn k'ihe " +� r `1" to ¢�i r ` .%- resp slbllity ol'the erector. Addlfbnal pet�n5n'ent br�cinq cf"the overall structure k tFie�iesponsIbIllty of1the 6ulkJingdespnerKr-�b"r&ge netal guldonce` •�Y. � : " " regarding fabicatibn, quality conhol, stoiage, de6ery!�64cctlon and biaclnq, cons6lt`bif-88 OuolBy-Standard, DSB-89 Braeing-Bpec16Aflon dno HIB'-91 �` Handling'Installing and Bracing Rrcommrndatlonavallable from Truss Plate Institute 583 D'Onofrb Drive, Madison, WI53719. ` ' C s•. IIVNTek® 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, T *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 C3 o WEBS JS Cr 0 0 3 �' ; cc U O a.0 �� " U a OF c8 c� ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP ® HYDRO -AIR O ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /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 Iruss lype ty Ply HO T N A JUNAIDIE BUDIMAN PE #45161 12177541 - 'DR2289A L ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. (optional) A U- PAN-TH, -LONGWOOD, FL, MiTek Industries, Inc. 4.TO1 SR1 s Aug 20 20 1 MiTek industries, Inc. Wed Mart3 08:51:26 2002 Page 1 -1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:9.9 6.00 F12 2 4 1 2x4 = 3-0-0 , r 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2=242/0-4-0, 4 = 28/Mechanical Max Horz 2= 133(load case 5) Max Uplift3=-123(Ioad case 5), 2=-142(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 123 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 10113 No.45161 JCC Rl �/ 4•r.wd� - March 13,2002 •_ - �.�� � ,, - . ter- � �;.. �.�„ _ - SY- ,x r., y., - - .. �. v.4+, h +�,' , {, r .. '1R•" 5���waxxrxa very de.tgntpammeears a,itt:leEau 111 �8'ON THIS AND'REVER3E1SiDE �E_ FbRE U_ SE �+ j' t"?'`s' r `.r w10 & � § r ��•yyt.v .?;?Y G4or t c M1i .R Mi .�g';`S..'.?i 3 ! ' '. i`iifiet-.:rs.-i a'+i r r.'ubMliding c pon foruq9,�onry_wlin.MlTek connectors..Thb�deslq b titlsed'onry ypon-p,aramwetersxshotiwn;.antl�bflouan_Indlvldiial�bulktlnq,c£omponentto3:.txi" �4 �'�� Installed.and batledveitk;olry:' Applbablllty of``deilgn'`�par- me'leri.and proper Incorporation of component'k,responslbltlfyol b Iu�Idlnq daslq"nej`"-Ynof buss I' '-¢ � ,,;T^+� �'deslgner.y8raclnq-shown "'eonsfrucfbnkbthe' k for bimol support -of IntlNldutll' eb"members only: Atldltbnal feirij�orary'braclnq toInsure'sttlblllty dudn .. e - ;'rresponsl6111ty of the ereclo(.'Addltbn6l permanent br�clnaf'ih'e overall stiuctwe k-itrej"e3ponslbltlty of -the bulldlnq�iieslgner�Foigeneralquldarice:_ =1_, ', , regdrdinq labrbatlon; quality control, storage; delivery erection and bracing, consult OST•88 Quality Standard, DS11149 Sracing Spaelllaatlon and HIS-91 Handlln9ilnstalllnA bnd Braclnq R�commendalbn Truss Plate Institute 583 Wbnohlo-Di14,Madison, WI53719. avalbble,lrom '�%?a r .r", rY` ...},". , ?' r{,• ':'SCR t. •ti Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 Ja owner and all other interested parties„ � TOP CHORDS 2. Cut members to bear tightly against each - ca Q other. a WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate a ; cc � joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of O a �ti ;S _ at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 1 /a panel length(+ 6" from adjacent joint.) ce C, c6 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM 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. v_ ® 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 O erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 �'°'"G- � ® HYDRO -AIR f Job Truss I russ Type JUNAIDIE BUDIMAN PE 1l45161 ty Ply RT N A 12177542 ' 'DR2289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 _ Pembroke Pines, FI 33331-4627. (optional) A U- AN- H, L N W D, L, iTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:27 2002 Page 1 3-0-0 3-0-0 - 2 Scale = 1:9.9 6.00 (T2- 1 3 2A = 3-0-0 , r 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 10 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 (Ib/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1=120(load case 5) Max Uplift =-50(load case 5), 2=-129(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 50 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard E13 •• .,V *' N0.451E1 Q'.. STATE OF March 13,2002 .. Y ; r®xwawvrMug, dsiign paiametsra and.REM $30N TMS AND REVERSE SiDB BEFORE'USE f t tt e zF�` %. ,, r . :,- 's c.«q-'+ xak �. ..2` iP1 3 .� ihk de- k basedonlyupon kior Indlvkiu4a�:bulldlrl�q r & fi4ry' s•,-. Delgn(valid�ior�use�only with MlTek connectors n parametersysh wmrand an compkonent�tokbe _ Installeddancia cii d•veirticalry. Applicabllliy of delslgn par meters and proper Incorporc{bn of component'k responslbll6y�oftballiiingzdesgnel .riot truss '-`x""� des nerrBracin nshrbwn is to lateral su d of IndNldudl (rieb'members oril Addlibnt`al`tem rai �bradin to Insure st`ab4111 dudn rconstructbn k�the 19 qe pPo y Po Y 0 9 Kk.. `"-``fir leip`Onupuflyw0l-,the {etectol'Adaltbnol pelmanent btalclnl;r olffhe overall structure5rkkyheatesponilblllty'of�the �bulldinq •desTgnelf+foi generdl�9u 'M ` - legdidlnq labrk;afbn, quality control, storage, dellvery,-erectiori and bracing, consutt'C OualHy Standard, DSB-89 11' Inq' SpkecHlcatlon`' nd�H1B-91 Truss Plate Institute 5483 D'Onofrb Drive. Madison, W153719. Handling Installlnp,and Bracing R*commondatlon avollableifrom — - - -_1 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, 8 1/817-1 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 o _ o U O a _ O U cs cs 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 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, MiTeke TM PANEL CLIP FORM019,019 row cnG-nll ® HYOROAIR® ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss russ ype ty Ply H RT N JUNAIDIE BUDIMAN PE {l45161 12177543 - `DR2289A M ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. 1 (optional) A U- PAN- H,LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:28 2002 Page 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.7 6.00 rTT 2 4 1 2Xa — 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 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 Ib 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.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-1 1/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2 = 71(load case 4) Max Uplift3=-31(load case 5), 2=-150(load case 4) Max Grav 3 = 31(load case 4), 2=173(Ioad case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p /� * ' No.45161 r � �V �.. STATE F ,94. ���iaL March 13,2002 "f#f#��Awaitiyrxa° ve' a�.t mimeia.�°ana xean s ON rHls axD REVERSE sme=aesoRe use ,r: Pn� fi�,g $y�+j°®�® '.f .� ' 3'a, .- ^'��4.r, - volki.foauseionq Wlih MIT connectors Thls des based"only upbri,pa«rfameters show�n,and+tls tor�an IndNidual;buindlnq;zcomponen to •`�i Instatle'drand toq'dedrvertbally. Applboblllty ai. designs parameters andproper'inaorpolatbn of component k re'sporislblilfyo'ifb'u Idl`ngfdeslgne'i* tnot 1rus4s'•�t '"'+' -_ ' _ �, r. rw a', " '•bdesignei.`Brac'in k for lateral incl3ld to Insure�stabllit`y?dudnq k�ihe p-shown support' of al,(.veb'members only.'.Addltbnal�lemparary�6, clnq coristiii'ctbn nsiblllterector::AddlPbnalrperman4K0 rl9cln `-oh'the overall stWcture'`�Istthe 'e "'sibllity'o14he bulkllnq::designed,?7Foikge�rgt 'quldpnce ' regarding fabrication, quality control; storcge,'dellvery, erection and bracing, consult-CST=BB CuaIBy-Stdndard, DSB-B9 Bracing SpeeHieatiory and"HIB•91 �w p;'*'���®"� -�'�" HandllncOnstallinqBracing R*comm*ndatlon Truss Plate Institute 583 D'Onofrlo Drive_, Madison, WI53719. A," t '. �V�' � • : and availabWfrom 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/a" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz c3 o WEBS , J5 i 0Cr 0 0 a O U � a ce c7 u O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018,019 TM PANEL CLIP 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. I� Job Truss Truss Type JUNAIDIE BUDIMAN PE f/45161 ty Ply HORTON 2289 A 12177544 DR2289A MA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 (optional) A U- PA -TH, L N W Mi ek Industries, Inc. 4. 1 R1 s Aug 1 I ek Industries, Inc. Wed Mar 1 1 : Page 1 1-0-0 1-0-0 ' Scale = 1:5.7 2 6.00 12 1 m 0 3 2:a = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC ILL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2 = 35/Mechanical, 3 =1Mechanical Max Horz 1=42(load case 5) Max Uplift =-16(load case 5), 2=-45(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 (5-4) , 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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/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 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard SDI B Fli r Y No. 4 5161 Or tx '`s••��oREo*+'' • S�QNa�. March 13,2002 '..i I ,.T Y.V W` fh f.,,� ..,, . .. 'SG `�,..•�.�. �,iyti"f`�:' Y+ .5.. ..^C,+"♦ 'Ia1�Tt� } TQ'.. YY -fir R'- r. h•. ti �wARNI1Va var{� de;ign:)rarametera una READ l .BS ONTMS AND RErVERSE SIDS aEFORE; USE ` Y �'• �" y -'w..iF, �..- .. -nF^:3. i. J\. b.'``. .i 1.- .• �. J. ..)AJ'.d, 1 4 \ .:s'3s. Y'Y..�t� w.�Desl9nwalidkldruse iThls`rde isbased cn IncJlvldualSbulklingrcompSmenttto be` �Sw,.X" �+•r onry with-Mliek connectors n only uponparameters�shown,.:and�lsfor - _. 1 '.'; • nsPoBed�and�loacie� veni,001y. ApplIC616 iy�of'deslgnypgr �ineters and-propev ncaporNof cmnporienf`kiesponslblllfy'of bulidlnq deslgne`r 'not trus3"1"• T�k - '�,� designer:,jBidclirie ovin Is for lateral supporfof,{IndNidu'al web members only: Addltbnal'temporary�bracinq to Insure'stabltlt du;l^` ''o6n`st uctbn,lr the '" 4'+_? 7 responsibility `oi-rihe erector.-Addtlbnal permanentEbr�cl bi'the overall shuctdre B;t�he�iespon;ltilllty^oi�the'6uIR11nq..deslgne Forge nerpl'quldance�'.-c _ r, .;� ` N � `iegardinq�fabilcatlon, quality control, storage cle' iKery eiectlon and bracing, corisutt•CST�89'OudlMy SYdndard, OSB=89 Biaclny SpeeHlcatlon;"and'HI8.91 " ' Handling Installlna and Bracing R*eommondatlon avallable from Truss Plate Instltute, 5a3 D'Onofilo Drive, Madison, WI53719.''1M�Tek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018;019 Numbering System J2 J3 J4 TOP CHORDS cz Q Cr J5 O o i ,�� 3 cr U O Q. O U � a ce c? cr. r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N rm! 0 MiTeko PANEL TM CLIP ® HYDRO -AIR ,&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. o * Truss Truss Type JUNAIDIE BUDIMAN PE 7145161 ty Ply HORTON 2289 A 12177545 `DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 1 �- Pembroke Pines, FI 33331-4627. (optional) D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 1 iTek Industries, Inc. Wed Mar 1 :5 Page 1 -1-0-0 2-6-0 J 1-0-0 2-6-0 2x4 II' Scale = 1:8. 3 6.00 Fff 2 X C - 2x4 - 4 1 2x4 II 2-6-0 2-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.09 Vert(LU n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 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: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 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 = 191/0-1-8, 4=108/0-1-8 Max Horz 2= 139(load case 4) Max Uplift 2 = - 1 28(load case 4), 4=-94(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 (6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) 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 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XVIF— 13��� iFrcgf,.`3, No. 4 5161 ';eon'.. STATE F ° � • �4 adi, OR v oNa�. March 13,2002 �"' WARN711T6 Vs , dssi %amdtsrlr and READ N E3 ON Tffi3 AND REVERSE SIDE BEFORE USE A W" Y /� X'� �i$ h3 ... `c..c n'win ,I,Desl`gn valki torn usse�661y with MITek connectors�!This desiq iscbased'only upon pargmeters�show^ and is for`an individual p�lkiihq component fo I^stalled'r`and'locded�"verl alryS "ApplkdbllltyoLde'"slant`p6 �;Nid and ol;Comjionen`Yk'iesocirw6lllfyof�buildlnq(deslgnit not lruss'�� pioper`Incorpoiatbn e"> designeT:.Br6cingtjshowh is -for lateral supp ft�6t IhdNlduoi'-i eb`iriembeis only.--Addftlonal`femporbryibrcclnq to Insure'stab�itifyaduflnp''construcibn isihe ct= `�i�'respyonsibllltyf`o1*ihe er'ectoi `Addlibrial permanent briaclnq:`of'-the overall structurerk li ewie poriS161111y�of,the bulldlnq',"designers+,Fois`genigl;:quldfince'-- 7 i•' iegarding labrkafb'h, quality control, storage,'delivery; erection and bracing, consult OST.88 Cditty Standard. DSB-89 B'raclnq SpecMlcatbn and'HIB•9i Yt Handling Instaillng'and Bracing Rocommondatlon availabletrom Truss Plate Institute 583 D�Onofrlo Drive, Madison, WI53719. -h• _ -. K? , . ��® Symbols PLATE LOCATION AND ORIENTATION -0114- 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. ,All *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 cc 0 0 O U c8 c? 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at ' which bearings (supports) occur. MiTek® F04M018,01.9.1 . PANEL TM CLIP ® HYORO,IlOR ®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 1 /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 a russ russ Type ty Ply H N A JUNAIDIE BUDIMAN PE Jf45161 12177546 IDR2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 1 Pembroke Pines, FI 33331-4627. (optional) A U- A - , L N W D, FL, MiTe Industries, Inc. 4.201 SR1 s Aug 1 MITek In ustries, Inc. Wed Mar 1 :51: 1 2002 Page 1 -1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 Scale - .2 4.24 12 3x4 3 2 1 7 6 5 -2x4 II 3x4 - 2x4 - 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP, TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 42 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 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical Max Horz 2=3680oad case 2) Max Uplift4 = -363(load case 5), 2=-283(load case 2), 5=-206(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-943, 3-4=76 BOT CHORD 2-7=865, 6-7=865, 5-6=0 WEBS 3-7=166, 3-6=-942 (6-5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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 at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 191E 13 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 _� .• �� •••� /� Uniform Loads (plf) �'4�,.• ice/_ ' •• `Q� Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=4.4-to-4=183.1, 2=0.0-to-5=49.5 i SPATE OF .-' 0 R L la; _ ._ March 13,2002 i vm .� .vr.:,. `air ^ _ ... 'r l i.. i ... � ..., .r :�:. rj.q � ..;R,• > k-•y J: �-s+x,+l 'sT„ . ��`•• }'dim: Ky�i'?�-`Yt�Kai. •v a?w4`AWARNIN6 Vsrjjgtdssignpatnmetsman8` ADNOTE$;ON:Tffi3AND=tZEVERSEt3IDE'BEI?OREUSE`',.st�� <� 'f�a +y p r . r., .wit Ztv:, is{ a,1• '+y'J'�- YMte" w v x , connectorshl a'• „ Deslgn3vo*Ild for,Fuse only"with MITek tdeslgn IsbBsed"onry upon:palometers>showrt`and IsfolFgn�lndlvkiaal bulldlr{q,aompon'ent to bey'--� %; 9-' Instolfi&-i nd I�aded'vedbally Applkablllty of'C n pdrameters and ro poratbn7ottcomponen'1 Is'responslblltty oflbu`Ikllnq'"rdeslgnel -not tlu3sa' '+^ - -- - ��'" u p per Incor JnerµBlacrnq shown is for lateral,support'ofl'ndI kival web members only,'Addltbnaitemporary bracing to-Insure".'stab�llty during constiuctbn Is lhe�r- �responsl ,IiItyol the, erector. Additlonal�permarient r�cinq of'the overallstryciure is thearespon`slbillty bl'the�bulkllnq@leslgeri7.f t'rgeneral-qukiance'``� " re aidi'n fatiikatbn, quallt control; stora � , .e,®•, q q y ig dellvery,�erectlon and btacinq,`consulf OST 88 GuclRy Standard, DSB-60'Biacing Specm6citlon, and HIB-91 Hondling•Installlnq and Bracing Reeommendatlorcavdllable from Truss Plate Institute 583 D Onohio Drive, Madison, W153719. 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, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each � Cz c� other. Q WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� 0 joint and embed fully, Avoid knots and wane plates I/a" from outside edge of o a �y u at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords laces P o at I/4 panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-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 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. O 15, Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM01.8,019 HYDRO -AIR® D'D -A- .•r.3W.i M 8 0 0 LAT CL . s S L Kei -_-_- =====A—__-__-- --_--- -_ =-------- --_= - B1 B1 I - Bl I B1 -- B1 A9 All B1 A 2ND FLOOR BRG, B1 A - B1 A Bl ` A 1 A B1 AlA - B1 I AlA r ; O— ,I A1A B1 AlA U �1 Bl AlA Al B1 B 1 — B B A2 I A2 i A2 B A2 B IIIA 2�' —Z —,r BGAB -_-------- --------- --- -_...__.__._.-_.__ E BB ----- I CT9rC-0 nnr- E -- BBG B -- �- -/t.J L.IN LI\VI 8-0-0 BRG. EGAB 13-4-0 BRG. IN ENTRY L I 9-4-0 c;—Q—n 9-0-0 BRG. ,A R r i I r i C: ALL BEARING WALLS TO BE PLACED —I J L 1 PLY HGR, i C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I n 1 i d 2 PLY HGR. �ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI L — - - — WALLS SHOWN ARE TO BE BEARING.. 11J d 3 PLY HGR. SIGNED APPROVAL: X --------- - — ----------------- ---- JQB NUMBER: DR22896 DATE: 7-29-02 PITCH: LOAD: SHINGLES CCU SPAN, CUSTOMER: D.R. H61RTON 6: 407-321-1440 BY: T. F =' JOB NAME: 2289 "B" ELEV. BRG: BLOCK f�. T23 T U T23 �IiIP:=.�_ T18 _ 18-8 T19- n v" m ly- 4 1ST FLOOR ( ,BRG, @ 8-0-0 T19 pC1 I W { 00 p T19 ' (j I. I J � NOTE: PLACEMENT MAY VARY ;D DUE TO FIELD CONDITIONS T19 A/C PLUMBING ECT. r I SEE INSTALLATION GUIDE t TT19 19-8-0 TRIM IT FLOOR V% A R N I N CC: ALL BEARING WALLS TO BE PLACED I PRIOR TO SETTING TRUSSES.. L_ — WALLS SHOWN ARE TO BE BEARING SYSTEM L IUT FACE/MT VCTICE!! REVIEW ALL SPAN DIMINSIONS--BRG. WALLS d MIT TOP/MT I ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS i d SPC SIGNED APPROVAL: X JOB NUMBER: DR2289119, DATE: 7-2-01 CCU SPAN 407-321-144 CUSTOMER: D.R. HORTON 800-330-4008 BY:D.H JOB NAME: 2289 '% ELEV. 0�4� 0 I 0 I