Loading...
HomeMy WebLinkAbout337 Appaloosa Ct - BR03-002912 - SFR61PERMITADDRESS11) CONTRACTOR ADDRESS IV: [61aIm"LIUu na D R Horton 6Z5'0 -Hazeltine Nat'lDr.#102 _ Orlando, FL 32822 407)857:9101 _.. CBC 055300 PROPERTY OWNER a060bw ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE 10-03-203 9:52AM FROM P. 1 Permit #: , 3 0- - 9 / J'ob Address: CITY OF SANFORD PERMIT APPLICATION Date: Description of Work. Historic District: Zoning: 'Value of Work: S . i!n2 o 0 Lew v o -xq Pcrmit Type: Building Electrical / Meeltdnical Plumbing Fire Sprirdder/Alarm Pool Electrical: New Service — # of AMP$ Addition/Altemdon Change of $oMcc TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbinoew Residential: # of Water Closets plumbing Repair —Residential or Commemial Occupancy Type; Residential > Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of AwelGng Units: Flood Zone: (FEMA form required for other than X) ii n.ora. n.i i ..a®.,odeccucssrna Parcel #; Attach Proof of Ownership tit Legal Descriptlo)— Owners Name & Address; Ql AOzn—[o n c h14„ d? P 6ia Phone:V-ri- -FZ-0-47,- Contractor Namc & Address: /JQ 11,11 1d1eC,/7L,1 r scc Stutc LicenscNumber: Phone & Paz: 'CofiEactPerson: O . ' Phone:9..f'.2Gy Bonding Company: Address: Mortgage Lender: Address: ArchiteCt/ Engineer: Phone: Address; Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thoc no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstntetioninthisjurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNFR' S AFFIDA Vl j: i certify Char atl of the foregoing information is accurate and that all work will be done in compliance with all applicahlc lawn regulating constructionandzoning.WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOl)k PAYIN(I 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, NMQ,g: In addition to the requirements of this permit., there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signatun of Owner/AgenrDate $icnature of ContractoriA eut Date PrintOwner/Agent'; Name Print CO, tor/Agent's Name Signature of Notary - State of I, lorida Date ,, nature ' ary-3t c of Flond Date 4a*t' Bonny G Logan Owncj'/A ,cnt is —Personally Known to Me or W Commission 6 Y Contractor/Agent is _)ersonaily Known to Me or '!j asbft Di1201651 Produced I D _ _. Produced ID T or Expires May 17 2007 APPLICATION APPROVED BY: Bldg: ` zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Dute) (Initial & Date) Special Conditions; _ CITY OF SANFORD PERMITAPPLICATION Permit #: ^ 2 ` -- 1 f Date: 1 3 0103 Job Address: 3 7 Ioo_SC+ Z l r 0 1 a kb_J Description of Work: rr Historic District: Zoning: Value of Work: S br 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines Plumbing/New Residential: # of Water Closets 3 Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: It of Dwelling Units: Flood "Lone. (FEMA form required for other than X) Parcel N: Attach Proof of Ownership & Legal Description) n Owners Name & Address: - 4- 1 Phone: Contra9jM? JtRI, rl&YA 54 lA,Af IM(: IAIC R.O. _ RQX 620027 'State License Number: Cr- - C Oj 2.0,p 1 Phone &Q M11DO, FLORIDA 32762-0027 Contact person: MG r 1'honc: AUVANT O PLUMBING, INC. 20027 Bonding Company: OVIFf1r1 FI ORMA 32762-0027 Address; (407) 366-3994 Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is. hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Flo da aw, FS 713. Signature of Owner/Agent Date Signature o(Contracto Date Print Owncr/ Agent's Name Print Contractor/Agent's Name J o 13 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL t ,y Public, State of Florida tt Owner/ Agentis _Personally Known to Mc or Contractor/Agent is Geiiff.1147 '.of 2008 Produced ID _ Produced ID rt APPLICATION APPROVED BY: Bldg: Special Conditions: zonine: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (Initial Sc Date) STATEMENT NUMBER 103-75711 DATE: `11103 BUILDING P[RMIT (CITY) COUNTY NUMBER: ' UNIT ADDRESS: _7 __\____________________________------ kAFFIC ZONE: ___ JURISDICTION: 0 - CITy_D[_SANFORD_____----— SEC: Iy--_ TWp: --__ RNG: PARCEL: 000u _ - uN: TRACT-: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: ADDPESSx 1\<---'--~,y____ APPLICANT NAME: LAND CATEGCRY: 001 - Single Family Detached House TYPE Um Rewideotial WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT R------------------------- ATE FEE UNIT RATE PER H & TYPE TOTAL MUE TYm DIST SCHEDULE DESC. UNIT OF UNITS WAS ----------------------------------------------------------------'------ ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 R(MDS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.00 AMOUNT DUE $ 2,285.00 STATEMENT / ' , RECEIVED BY PLEASE PRINT NAME) ------------------ NOTE TOTO RECEIVING SICNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NCUK[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***Yi' DISTRIBUTION: 1-COUN7Y 3-CITY 2-APPLICANT 4-COUNTY NOT[** PERSON3 ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE ' AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. P[RCONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT MOT LATER THAN CERTIFICATE OF OCCUPANCY OR UCCUPAHCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF 7}|E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM TKE PLAN IMPLEMENTATION OFFICE: 1101 EACT FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474, PAYMENT SHCULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AV[NUF SANFORD, FL 32771 - PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND T|U[ STAT[MENT NUMBER AND CITY BUILDING, PERMIT NUMBER AT THE TOP LEFT OF T\1F NOTI E T\|IC STATEMENT IS VALID ONLY IN CONJUNCTIUN WITH ISSUAMCE OF A*0* FAMILY BUILDING r THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05052 PG 1525 CLERK'S # 2003181213 RECORDED 10/08/2003 10:54:02 AN RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of proppertyy: Lot(s) 95, 107, 108, 109, and 121 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records ofSeminoleCounty, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Ex iration date of Notice ofCommencement: (the expiration date is one (1) year from the date ofrecording unless adifferentdateisspecified): D.R. Horton, c. 0 by: RobeRobelA. Lawsbn, txistant Secretary CorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL RYSEAL PATRICIACOULTONNOTARYPUBLICSTATEOFFLORIDACOMMISSIONNO. DD134330 MYCOMMISSIONEXP. ULY 26,2006 4arig"natureNotary Seal CERTIFIED COPY MARYANNE MORSE OLERK OF CIRCUIT COUR? BE iLEFL IDA 0 1 CITY OF.SAM'ORD PERMIT APPLICATION Permit # : - CY% 1 ( Date: Job Address 33 +' (->pQ O O5( ; Q(l 'C?f FL Description of Work: 1SF7k Historic District: Zoning: Value of Work: $ 1 'cJ l c el l-\\C Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical; Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential _V- 11' Commercial Industrial Total Square Footage: Construction Type; # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Contractor Name & Address: Phone & Fax: Bonding Company: t Address: Mortgage Lender: Address: Architect/Engineer: Attach Proof of Ownership & Legal Description) Wa j 111 s II I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc, OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe i e 'fican that I will notify the owner of the property of the requirem f Florida Lien La 713, a ture of wn gent Date Signature of Contractor/Ag nt Date c- E5. Print O er nt's Name ( Print Con c or/Agent's Name Signature of Nota -State a A L . _ ... _ Date S1 to of 'otary-State of Florida DateOFFICI PATRICIA COULTON pp I NOTAR PUBLIC AT OF FLORIDA PATRICIA COULTON Owner/Ag nt is ItBbl3fi i 1 1i 1N NOTAR . ST F r Produ ed M1SSIOXEXP. l L e2g Contractor Aeent N :D l y Q _ Prod cc C APPLICATION APPROVED BY: Bldg- r rt t -ZZ -02 Zoning: Unities: Initial & Date) (Initial & Date) Special Conditions: FD: initial & Date) (Initial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 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. j 1 XXXX APPALOOSA COURT O.M.B. No. 3067-0077 Expires December 31, 200° ForInsuranoe Company Use: Policy Number Company NAIC Number CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 107, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, ifnecessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type)-. No - ##' - ##.##" or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120189 SEMINOLE FLORIDA B4. MAPAND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth ofWing) 1201890045 E 4/17195 4/17195 A 24.6 . B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number *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/A1A30, 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 orSection G, as appropriate, to document the datum conversion. Datum Conversion/Comments ~ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 28. 1 ft.(m) ca o b) Top of next higher floor N/A. —ft.(m) o c) Bottom oflowest horizontal structural member (Vzones only) N/A. ft.(m) 0 0 o d) Attached garage (top ofslab) N/A. ft.(m) 0 1 o e) Lowest elevation of machinery and/or equipment W `0 servicing the building (Describe in a Comments area) NIA. ft.(m) o 0Lowest adjacent (finished) grade (LAG) N/A, ft.(m) z 9a o g) Highest adjacent (finished) grade (HAG) NIA. 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 Can 0 sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and Con this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER : 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH SARE4TATE.1 ORLANDO FL 32803 SIGNATURE _V DATE TELEPHONE 9/4/03 (407) 426 7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For insurance Company Use: BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg. No.) ORP.O. ROUTE AND BOX NO. Porky Number OW APPALOOSA COURT ' CRY STATE ZIP CODE Company NAIL Number SANFORD FL 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 Check here ifattachments 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 ofthe bottomfloor (including basement or enclosure) ofthe building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i onfront of form. E4. The top of the platform of machinery and/orequipment 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 FEMAassued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy 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 Cwas 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 abuilding located in Zone A (without a FEMA-issued or communityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain managementpurposes. NUMBER ISSUED G6. DATE G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation ofas -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 UH i t COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST lie a , LOT # ) Q- SUBDIVISION: BAKERS CROSSING ADDRESS 33-1 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS' 2 PLOT PLANS i- Q J , 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT J 0 Limited Power Of Attorney I hearby name and appoint: Craig Couiton andQ'-! r` each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for meand applyn The Buildina Dept, of: l 1 to n so.Yl 6r, For a residential permit for work to be performed at: 111M Lot # : ( Q Subdivision : r ss i Address: OSa C4. S a-()T Drd, r And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number GU;__ 44_1_TSignature of Contractor This foregoing instr me t was acknowledged before me this: Date: 0 By: Richard B. Ladd ( Contractor ) Who is personally known to me. State of Ftorida County of\Orange Notati/ Public Signature PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 CITY OF SANFORDl ? I.O. Box 2847w SANFORD, FL 32772 PHONE /J (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACC0UNT (1''ULL NA`NE) SERVICE ADDRESS 'J_) FAX 1{ (407) 328-7367 MAILING A.DDI ESSkzg I-1c=ono non}' yP r i. ZIF 3 TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE X-fN n COMMERCIAL F! PIA - i..c- COVL aC.1 : FLX1r Ctiul rL w0 RK-©- SOCIAL SECURITY## HOME## OWNER OF PROPERTY_.'f. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. 1 AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFE PROVIDE PROPER IDEN PAID AT THE TIME. DEPOSIT TO ANOTH ATION AND ANY OUT THE NEW APP NDING CHARD T WHEN TRANSFERRING -MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. SIGNED; DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR GATE 4 / W _,r,R0 L_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address_ City/State/Zip 1 3'Z3ZZ. Quarterly Payment Amount ; ... .+ >:'; First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System, Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: L_ /S (1(`\) el SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: - DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex willwarrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVERNTHERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElanco: 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; and4, during those years, inform the Customer of: a. any new or increased termite activity noted at the Stationsb4anyadditionor, removal of Recruit* of Recruit* termite bait; andC. 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 SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor , er quarter (3mo period) payable on or before the end of the previous monitoringthefifthyear, and each thereafter, Apex reserves the right to revise the quarterlyyear', p g period, After per year, q y payment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing waterunderpiertypestructure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex In areas where any of the conditions St. FailuredescribedtothisParagraphexiofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS WARRANTIES, SPECIFICALLYLOR WARRANY ANTY LSD W FURTHER, COMPANY HAS MADE NOARRANTY OF WO ARRAINTES, OF A MATION OF FACOR PROMISE RELATING TO THE PRODUCT R LIKE SERVICE, SERVICE PROVIDED HEREUNDERTHATHASCREATEDORAMOUNTEDTOCustomerexpresslywaivesandreleasesanyclaimsinanylawsuitarbitratiANEXPRESSonorotherlegalproceeding against WARRANTY., negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, econo to compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In no, event shall Apex be liableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. ' SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any,ailergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. i, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2, On expiration or termination of this Agreement, Apex and DowElanco.or.its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex willt (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitieide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppfles occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. 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 all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed'by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred byApex, 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. torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fueUor materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer'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 rotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' theprovisionsoftheUniformArbitrationActasInforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et se4, The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In its sole discretion, that It is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. 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 tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the identitlePropertyforanypurposecontemplatedbythisAgreement, including but not limited to re -inspection, whether the inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date, After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area er S Psland, L 7006 Stapoint Ct. #G 5314 FauIkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510407-459.2847 407.858-0540 800•929.2847 813.221-2847888.764.2847 877.459-2847 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: CDa, Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. o b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, andlor opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florlda 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. p d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. p c. Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and specles 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 footagest Garages/Carports __,_ (A—S.F. Porch(s)/Entry(s) S.F. Patio(s) 6-_S.F. Conditioned structure ate---S•F. Total (Gross Area) 3S-1- .T-S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: 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, Fl (407) 665-36.00. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic beams - columns- calls 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE 2 SIGNATURE By Owner o Authorized A nt) t.rs,gyh'att k 4.r CTTY• OF SANFORD TERMTT APPLICATION A i Permit # Date: V l l Job Addr s: / l Q Q ti Description of Work: Historic District: Zoning: Value of Work Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poctl _ 4_..._. Electrical: New Service — # of yMPS Addition/Alteration Change of Service Temporary Pole_. _ Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Ca!F, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Closets Plumbing Repair— Residential or Commercial `' Occupancy Type: Residential Commercial Industrial Total Square Footage: W r _ Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required Ecru- o,t:1 cir tlitan X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: License Num Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: 446 17 5E.Z3a04e Architect/Engineer: Phone: Address: - Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willb' done i compliance with 'alI'applicable. )rwf: r-giJating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFCOMME EME ,MAY RESULT R4 Y0rJR PA TNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FIN CING, CO SULT YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restriction applicable t this p pe that may be fo in ' e public records of this county, and there may be additional permits required from other governmental enti ' s such as ge nt districts, s agen es, or fedc.ial agencies. Acceptance of permit is verification that I Nill notify the owner of the property oft requirem is o o ien La , S 713. DEC Signature of Owner/Agent Date i ture of Conczctor/Agent Date ROBERT G. DELLO RUM Print Owner/Agent's Name P i Contractor Agent's N#ne Signature of Notary -State of Florida Date Signature of No -'-state of Florida ate Owner/Agent is _ Personal]\ Knox n to ,Me or Contractor/AL--,i!s _ Personak,- Known to Me or Produced ID Produce :D APPLICA1 ION APPROVED BY: Bldg: Initial & Date) Saccia! Conditions: Zoning: L .::::es: FD: _ Initial & Date)) (Initial K Date) (hrtia &I Dat yMIAINDA r Tt ianiro —1 t11, `. irir CU'Lif 11SSI0N " Uf? 212893 EXPLPES: June r yr`' Bonded Thru tJotary public Undenvrters 5-06-203 7 : OPAM I= RUM i twfivo"...:I -trzv,v.e..v<.,re..r;,.,:.'.n"+;a„• •sr: Cr-TV OF SANFORD PER1*IIT APPLICATION l 3Date: _.._._.. Permit 9 : i Ct `SSGJobAddress: Description of Work: I{i$tOric Districi: Zoning; Value of Work: S _ Permit Typc: Building, Elomical V Mechanical Plumbing __ F'im SpriPoolnkler/Alarm —.. - - Temporlay Pole k, - Eleclrlcail: New Service — # of AMPS 5V ZUa Addition/Alteration Change of Service _ _ Nam' Duct Layout & Energy Calc: Required) Mechanical: Residential _ Non -Residential Replacement Plumbingi. New Commercial;Aof Fixtures of Water & Sewer Lines a of Gas lines PlumbineNew Residential! # of Wiser Closcls._ plumbing Repair —Residential or Commercial Occupancy Typc: Residential Commercial Industrial Total Square FootnC — Construction Typc N of Storit,i: is of Dwelling Units: Flood Zone: (FEMA torn, required for olhtr Inan .L) ArtachYroof o(Ownershfp 4 la'gal Dsticripgon) Parcdar: Z IDI", owncn Name & Addcist; ., I — J V — d' Conrraccor Namr6i Address: - 1 G. l C Z t. ^l _ J Q "2 ! r -t' Stare LlcentC Numher' Yhouc & Fax: 32 —Sj Contact Person: _L•j, t .. _.. Phuno: . — h/T 1 1 Bonding Company: Vtorlgage Lender. —. t Addr*": ArchitoWEngineer. — Address: Phone. has. . Application is hereby made to obtain a permit to do the work and insullalions as indicated. I certify that no wtrrk or insullsnon has couvnenced prior to th_ issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisd)ction. I undcrsund shut a scpara:e permitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, ]nd AIR CONDITIONERS, cte. OWNER' S AFFIDAVIT: I etrrify that all Ot'the foregoing information is aecurr(e and that all we k will be done in compliance with all applicable Liui rggulaeinE consrruotionandzoning. WARMNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEMFN'f MAY RESULT IN YOUR PAYi--"6 TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN HNANCWG, CONSULT WFH YOUR LENDER OR AN ATTORNEY BEFORE REC;ORDINO YOUR NOTICE. OF COMMENCEMENT. NOTICE: in addition to she requirements of thin permit. theft may he additional restrictions applicnble to this property Ural =y be found in the public rc:uiJs of this county, and there may be additional permits mquirod from other govtanmenul cnntim such as avatar rn nogernent disrriM, state gCnCles• Or icde•r+i q.Cncics. Acceptance of permit is verification that I will notify the Owner of the property of the requlremcn of atlori i n Lsw, FS 13. - Signature of Owner/Agent Ualc - sizrmaluro Vf COntnctori.4gtni U]t< Print Owner/Agent's Nome )Print CunrrxtorlAgent's N'aSignature of NOlary•.Srate of Flnr der faro C,n 'Lure of Nvlo rise nt'HonJi t../ Uutc untnetnr/ Agent It yt•r.o,1311y Known w Ntc n uwnedA cntis._.._ Pciwronny Knntvn tar did tar Produccn IU YruJuC:( 1 117 _ _. AVPL. ICAI'ION APPROWt) BY'. Itldg: jlnitial & Ihw) (InIIIYI DJIC) Frtrp , Marie A. Zettlemoyer ' Commission 4DD221380 N: j., Expires: Jul 15, 2007 9ffOF F p Bonded Thru Atlantic Bonding Co., Inc. 1 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 337 APPALOOSA CT for which permit 03-00002912 has heretofore been issued on 10/08/03 has been completed according to plans and specifications filed in the office of the Bui ding Official prior to the issuance of said building permit, to wit as 1%14complies with all the bui' ding, plumbing, el ctrical, oning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVA] DATE BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In c a3- P^. Z Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage a ac,-o , Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FF.F.G PATn DATE AMOUNT 11/18/03 12/11/03 10/08/03 12/15/03 11/03/03 10/08/03 10/08/03 10/08/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 Yes No APPPOVAT, PAGE: 4 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 337 APPALOOSA CT for which permit 03-00002912 has heretofore been issued on 10/08/03 has been completed according to plans and specifications filed in the office of the Building Official p for to the issuance of said building permit, to wit as complies with all the building, plumbing, ellbctricalo 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 10/08/03 279.61 01-POLICE IMPACT RESID 10/08/03 91.93 01-RADON GAS TAX FEE 10/08/03 17.34 01-ROAD IMPACT FEES 10/08/03 847.00 01-RECOVERY FD/CERT. PGM. 10/08/03 17.34 01-SCHOOL IMPACT FEE 10/08/03 1384.00 WD IMPACT:SINGLE FAMILY 10/08/03 650.00 SD IMPACT:SINGLE FAMILY 10/08/03 1700.00 OWNER BUILDING OPTqCIAL / DATE r CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: r \E- q PERMIT #: C9 ADDRESS: a, CONTRACTOR, - PHONE #: yy`1 - 8 -,, a - 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. gineering D, &-j c4--r z,% Public Works Utilities Fire i\, N Zoning Yv Licensing c\ \ Pv CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i CERTIFCATE OF OCCUPANCY 04W REQUEST FORFINALINSPECTION 0 SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: C) ADDRESS: 3 _ -c tJ'oOs C- CONTRACTOR: \ l PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire ublic Works ps Zoning h Utilities Licensing r\ \ f\- CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I CERTIFCATE OF OCCUPANC w, 1 I h F I I REQUEST FOR FINAL INSPECTI a N I I I I I 1 1 I I 1 1 I SINGLE FAMILY RESIDENCE****t K n I I I I I I I I I I I I DATE: I I I I I I PERMIT #: I ADDRESS: I M a7 I CONTRACTOR: CUP PHONE #: '-A - 8 3 a - 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 I Public Works eities CONDITIOI;(TO BE I Fire F 1 N Zoning Y' Licensing \ Y IF APPROV AL) i J CERTIFCATE OF OCCUPAN ®' ' REQUEST FOR FINAL INSPECTI( tA Q 1 SINGLE FAMILY RESIDENCE""~ c I + V, - r a. + DATE: g-p U 1 v c C, LLE o PERMIT #. vNm aAADDRESS: ~ ' v z o f t: a a CONTRACTOR: CCr PHONE PHONE#: -83a-4 a The building division has prepared a Certificate of Occupancy for the above locationandisrequestingfinalinspectionbyyourdepartment. After your inspection, please sign off and date the C. O. or submit addendum if it has beendeniedorapprovedwithconditions. Your prompt attention s P n will be appreciated. Engineering Public Works Utilities CONDITIONS: Fire n' E] Zoning Licensing Y F APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 r+•'• NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CtRTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS Qncluding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 337 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 107, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth oftlood'mg) 1202940045 E 4/17/95 4117/95 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich 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 AlA30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-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 NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (induding basement or endosure) 29. 1 ft.(m) o b) Top of next higher flooN 38.3 ft,(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 28. 6 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment w co servicing the building (Describe in a Comments area) 28.2 O) E IRI o f) Lowest adjacent (finished) grade (LAG) 27.3 fL(m) 28. Z' . o g) Highest adjacent (finished) grade (HAG) 2 ft.(m) o h) No. ofpermanent 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. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation. information. I certify that the information in Sections A, B, and C on this certiricate 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 320E.SOUTH,ST1'EEh E.1.A CITY STATE ZIP CODE I I ORLANDO FL 32803 SIGNATURE JAIft PVY)_ d, DATE TELEPHONE 2110/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Sure, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Poricy Number 337 APPALOOSA COURT ' CRY STATE . 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/oompany, 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 ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must becompleted. 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.(crn) 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.(c m) 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.(c m) 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 propertyownerorowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), andEfor Zone A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, A C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments W SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (orE), and G ofthis 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 Efor a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as-buiit 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 107, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). A PI LUSITANA WAY 1" 30' I I GRAPHIC SCALE 0 15 30 LOT 106 III1 r Xo a 1 1 20. 70' I N90'00'00"W- S89'41'11 "E 25.00' o I LOT 107 I o N I 1 A/C xPAD i 1 Lf) W 53.0' z Q> O., COVEREDLdI ENTRY I A 7 CalT.:;:. ..^ mow.;. 2.3' TWO STORY CONCRETE BLOCK 1 wtrn Q LL Q woWI— I:.. J I WOOD FRAME RESIDENCE w I w w O () = O Q(x LLJ .. F i U ^..; : 2.3' FINISH FLOOR ELEVATION=29.12 2 iJO'o I 0.... o I i 6.0" N:o i o z r ar:v i N Q) 0 1 a I O :'-: 125.5' 3' 53.0' 00 J O Q O 38.9' r- LLJ Lf-) 11 O 5 I v O ,. I I O I^ z II II n N89'41'11"W oa a J I 12d.29' I 3wi of zl I a o w9wK I LOT 108 1I I PT 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 02-7-04, 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 120294 0045 E DATED 4-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTYVERTICALCONTROLASFURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 107 AS BEING SOO'18'49"W PER PLAT. FIELD DATE:) 10-16-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ 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. LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W .SIDEWALK CP CONCRETE PAD CS CONCRETE SLABCCHORDLENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE QFND NAIL AND DISCLB #6393 (02/07/04) FND 1/2"IRON ROD AND CAP LB #6393 (02107104) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HLREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 2 io-o¢ JOB NO. ASM42411 JIFINAL 2-7-04 CKB FORMBOARD 10/213/03 CKB DRAWN BY: PLOT PLAN 08/28/03 SDO AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 FOR THE FIRN R. M SCATEL 0 JR. P "44 2AI DATE 1 MiTeke MiTek Industries Inc. 105 Nod Nlei foq Drive, Suite M Chesterfield, MDWiI USA July 11, 2003 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 : I4544572thru I4544594. Total: 23 drawings. Job Builder DR2879E d, - C-- D.R. HORTON Location :STANDARD MODEL 2879, ELEVATION E County :SEMINNOLE 4,`T 2-- 10 "7 Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include Junaidie Budiman, PE 1) 23 Truss drawing. 2) Truss Index. July 11, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this. component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. e TRUSS INDEX OF JOB DR2879E Trusses included=23 0,"\DR2879E\a.tre" 1,"\DR2879E\a11 a.tre" 2,"\DR2879E\a7a.tre" 3,"\DR2879E\a9a.tre" 4,"\DR2879E\ag.tre" 5,"\DR2879E\c1.tre" 6,"\DR2879E\cg.tre" 7,"\DR2879 E\cg 2. tre" 8,"\DR2879E\cgab.tre" 9,"\DR2879E\cs.tre" 10,"\DR2879E\fg.tre" 11,"\DR2879E\j.tre" 12,"\DR2879E\j1. tre" 13,"\DR2879E\j3. tre" 14,"\DR2879E\k.tre" 15,"\DR2879E\k 1. tre" 16,"\DR2879E\I.tre" 17,"\DR2879E\11.tre" 18,"\DR2879E\m.tre" 19,"\DR2879E\m1.tre" 20,"\DR2879E\s.tre" 21,"\DR2879E\s1 Are" 22, "\D R2879 E\s3. tre" 1 4544572 14544573 14544574 14544575 14544576 14544577 14544578 14544579 14544580 1 4544581 1 4544582 14544583 1 4544584 14544585 14544586 1 4544587 1 4544588 1 4544589 14544590 14544591 14544592 14544593 1 4544594 March 3, 2003 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss Mdesigner. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the bulUing designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectrlcation, and HIB-91 ' 0 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftio Drive, Madison, WI53719, M 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, is 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 c3 o WEBS J5 cr 0cr0 U O 0r- a c8 c7 ce O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 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 GA1NG-NAIL Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o . Truss Truss ype ty y 14544572 DR2879E A ROOF TRUSS 20 1 Job Reference lopo tionapACCU-SPAN-TFFIONGWOM,s e20og -Tek Ind--Qtr'pq, Incd Feb 27 13:03:57 2003 Page 1.0-0 6-0-12 11-7-0 17-1-4 23-2-0 1-M 6-0-12 5-6-4 5-64 6-0-12 Scale = 1:41.3 4x6 = 4 6.00 F12 2x4 \\ - 2x4 3 5 6 2 1 r Io 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-10-13 15-3-3 23-2-0 i i I I 7-10-13 7-4-5 7-10-13 Plate Offsets (): LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 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 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 105 lb Lt'MBER BRACING T& CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 2 X 4 SYP No.3 c REACTIONS (lb/size) 6 = 1075/0-3-0, 2=1166/0-4-0 Max Horz 2=167(load case 4) Max Uplift6=-481(load case 5), 2=-560(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1693, 3-4=-1469, 4-5=-1473, 5-6=-1699 BOT CHORD 2-8 =1502, 7-8 =1031, 6-7 =1508 WEBS 3-8=-351, 4-8=529, 4-7=536, 5-7=-357 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 6 and 560 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t'I WARNING - Ve jfy design parameters and READ NOTES ONTEIS AND REVERSE SIDE BEFORE USE. —o Design valid for use only with MITek connectors. Thisdesign Is based only upon parameters shown, and Is for on Individual building, component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not huss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brlacing of the overall shuctule is the responsibility of the building designer. For general guidance regarding tabricatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specfficatlon, and HIS-91 Handling Installing and Bracing Recommendatlon available horn Truss Plate Institute, 683 D'Onofrio Drlve, Madison, W153719. M ® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. e" J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each cz 77- other, o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; a: joint and embed fully. Avoid knots and wane plates from outside edge of 0 o a ti V at joint locations, truss andd vertical web, 10a o 4, Unless otherwise noted, locate chordsplices at I14 length(+ 6" from C, panel adjacent joint,) BOTTOM CHORDS Thissymbolindicatesthe5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 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 dinTension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 BEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate . without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM j PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018, 019 GANG'NA,L Job. rus Truss Type ty y 14544573 DR2879E A11A ROOF TRUSS 1 1 Job Reference i) o s n ustn t-0-0 5-9-4 11-0-0 12-2-017-4-12 23-2-0 1 0 0 5-9.4 5-2-12 1-2-0 5-2-12 5-9-4 Scale = 1:45.9 4x6 = 06 = 4 5 6. 110 12 3x4 3x4 3 6 m o_ 7 2 m 1 Iv 0 0 3x4 = 11 10 9 8 3x4 = 2x4 11 3x4 = 5x6 = 2x4 11 5- 9-4 11-0-0 12-2-0 17-4-12 23-2-0 5- 9-4 5-2-12 1-2-0 5-2-12 5-9-4 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-1 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TdP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7 = 1071/0-4-0, 2=1167/0-4-0 Max Horz 2=161(load case 4) Max Uplift7=-474(load case 5), 2=-557(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11 =1624, 10-11 =1624, 9-10 =1124, 8-9 =1638, 7-8 =1638 WEBS 3-11 =132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at -joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 tit WARNING - VerW design pamnsetere and READ NOTES ON TMSAND REVERSE SIDE BEFORE USE. s o Design valid for use onlywith MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consuff OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 fVI iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,11, continuous lateral bracing. BEARING W I r1A Indicates location of joints at which bearings (supports) occur. ME FoRM018,019 Numbering System J2 J3 J4 TOP CHORDS a c WEBS J5 o _ o Q U O O a c8 c7 ce N FO 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® PANEL TM CLIP HYbRO,I IR 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. Joh, rus Truss Type ty y 14544574 DR2879E A7A ROOF TRUSS 1 1 Job Reference (o tional) sFebI e Industries, nc. u Feage 1- 0-0 3-9-4 7-" 11-7-0 16-2-0 19-4-12 23-2-0 1-" 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 Scale = 1:40.85x8 = 2x4 11 5x8 = 4 5 6 6. 00 12 2x4 S; 36 8 2Io 3x8 = 11 10 - 9 3x8 = 3x4 = 7x8 = 3x4 = 7-" 11-7-0 16-2-0 23-2-0 7-" 4-7-0 4-7-0 7-0-0 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.17 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.23 10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 8 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/deft = 360 Weight: 140 lb LI MBER BRACING TG' PCHORD 2 X 4 SYP No.213 *Except* TOP CHORD Sheathed or 3-b-10 oc purlins. 4- 6 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 8 = 2140/0-4-0, 2 = 2231 /0-4-0 Max Horz 2=119(load case 4) Max Uplift8=-1132(load case 5), 2=-1211(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3=-4270, 3-4=-4038, 4-5=-4301, 5-6=-4301, 6-7=-4038, 7-8=-4270 BOT CHORD 2-11 =3802, 10-11 =3662, 9-10=3662, 8-9=3802 WEBS 3-11 =-197, 4-11 =853, 4-10=797, 5-10=-769, 6-10=797, 6-9=853, 7-9=-197 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 132 lb uplift at joint 8 and 1211 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 399.41b up at 16-2-0, and 603. 21b down and 399.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11=-41.7, 8-9=-20.0 Concentrated Loads (lb) Vert: 11=-603.2 9=-603.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARNING - Ver{Jy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. sen® Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded veitically. Applicability of design parameters and proper Incorporation of component is responsiblltty of bullding designer - not truss IM designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during consbuction Is the responsibility of the erector. Additional permanent bricing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrto Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 10'14 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of aotrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 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 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to comber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, 4 4 The first dimension is the width to CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. Second in all respects, equal to or better than the dirrrension 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 10continuouslateralbracing. 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 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur, stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEIL erection and installation of trusses, 1993 Mitek Holdings, Inc. I;® CLIP FORM016,019 GANG -NAIL HybR0 14RO g Jola russ Truss Type ty y 14544575 DR2879E A9A ROOF TRUSS 1 1 Job Reference (o tionaI sFebI e Industries, nc. u eb 27 13:03:b0l 2003 Page 1-0-0 4-9-4 9-" 14-2-0 18-4-12 23-2-0 1-0-0 4-9.4 4-2-12 5-2-0 4-2-12 4-9-4 Scale = 1:41.1 4x6 = 4x8 = 4 5 6.00 Fl2 2x4 2x4 i 3 6 c o v 7 2 1 Io 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9-0-0 14-2-0 23-2-0 9-0-0 5-2-0 9-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.07 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 FBC2001 1 st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-0 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1073/0-4-0, 2 = 1 164/0-4-0 Max Horz 2=138(load case 4) Max Uplift7 = -454(load case 5), 2=-533(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1756, 3-4=-1422, 4-5=-1280, 5-6=-1422, 6-7=-1756 BOT CHORD 2-9 =1553, 8-9 =1280, 7-8 =1553 WEBS 3-9=-318, 4-9=284, 5-9=-0, 5-8=284, 6-8=-318 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 7 and 533 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 tit WARNING - Ver{ jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 j ® M'TekHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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 9nA Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS cz ca WEBS NlllCr O Occ U O U F- a c 7 C6 1 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 m MiTeke TM CLIP OfYkFRO-AlIiR ®. . 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 comber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job, russ Truss Type ty y 14544576 DR2879E AG HOWE 1 1 Job Reference (optional) s Feb 6 2003 MiTekIndustries, Inc. 1 riu Febage 1-0-0 5-4-4 9-10-0 14-3-12 19-8-0 20-8-0 1-" 5-4-4 4-5-12 4-5-12 5-4-4 1-" Scale = 1:38.7 4x6 = 4 2x4 11 2x4 11 6.00 Fl2 3x4 i 3x4 3 5 2x4 11 2x4 11 x II x 28 27 2 II x II 6 t 2x4 II v7I d 0 25 2x4 11 t0 2x4 I I 2x4 11 9 2x4 11 8 2x4 11 26 3x4 = 3x4 = 2x4 11 7x8 = 2x4 II 2x4 5-4-4 9-10-0 14-3-12 19-8-0 5-4-4 4-5-12 4-5.12 5-0-4 Plate Offsets ): LOADING (psf)° SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES, GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 9 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.06 9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 131 lb LUMBER BRACING T04' CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. 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 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=893/0-4-0, 6=893/0-4-0 Max Horz 2=139(load case 4) Max Uplift2 = -419(load case 4), 6=-419(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39, 2-27=-1359, 3-27=-1277, 3-4=-932, 4-5=-932, 5-28=-1277, 6-28=-1358, 6-7=39 BOT CHORD 2-25 =1138, 10-25 =1 138, 9-10 =1 138, 8-9 =1138, 8-26 =1138, 6-26 =1138 WEBS 3-10 = 99, 4-9 = 508, 5-8 = 99, 3-9 = -420, 5-9 = -420 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 419 lb uplift at joint 6. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.41b up at 17-8-0, and 15.71b down and 10.41b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer.: LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 2-25=-20.0, 25-26=-16.7, 6-26=-20.0, 1-27=-74.0, 4-27=-61.7, 4-28=-61.7, 7-28=-74.0 Concentrated Loads (Ib) Vert: 25=-15.7 26=-15.7 Junaidie Budiman, Lic.#4511il MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - Verij jg design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality standard, DSB-89 Bracing Specification, and HIS-91 MiTek" Handling Installing and Bracing Rocomm*ndatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. Q"' 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 9riA Indicates location of joints at which bearings (supports) occur. as Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 0 0 O O 3y V V a cs c7 cc 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 M6Teko TM CLI P 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. FORM018,019 o russ Truss Type ty y 14544577 DR2879E C1 ROOF TRUSS 24 1 Job Reference (no iop se s, u , Febage 1-0-0 5-9-13 11-2-2 1 16-10-0 1-0-0 5.9.13 5-4-6 5-7-14 3x4= Scale: 1/4'=1' 5x8 w/wedge 5 I60 6.00 F12 2x4 11 a Sx6 i ao 3 6 2x4 11 m 7 qv Sx8 % 3.00 F12 cc22d 2 8 O 1 2x4 II 3x4 i 5.9-13 11-2-2 16-10-0 i 5-9-13 5-4-6 5-7-14 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min I/defl = 360 Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Horz 2=602(load case 4) Max Uplift5=-549(load case 4), 2=-344(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55 BOT CHORD 2-8 =1738, 7-8 =1732, 6-7 = 0 WEBS 3-8 = 110, 3-7 =-749, 4-7 =-397, 5-7 =1346 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 1 AWARMNO - Verjfy design and READ NOTES ON THIS AND REVERSE SLDE BEFORE USE. aparnmaters Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — - designer. Bracing shown is tot lateral support of IndtvUual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. iTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property Ye securely seat, J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each23 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 O a _ at joint locations, truss and vertical web, o a 4. Unless otherwise noted, locate chord splices o at 114 panel length(' 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 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 ofBEARINGothersunlessshown. 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 MiTe.k® engineer. 15, Care should be exercised in handling, TM IPE erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 HybJ70.A./RO Job russ Truss Type ty y 14544578 DR2879E CG HIP 1 IT Job Reference (o tionall sFeb I e Industries, nc. u Feb 27 1:3:04:02 2003 Page 3-0-0 8-5-15 13-10-1 19-4-0 20-4-0 1-M 3-0-0 5-5-15 5-4-3 5-5-15 1-M Scale = 1:37.1 NOTE: CONNECT T.C. OF JACKS TO NOTE: BRACED VERT. STUDS IN ACCORDANCEFLATTOPCHORDTOACTASLATERALBRACING. TO STANDARD GABLE END DETAIL. x8 — li 2x4 I 2x4 5x10 = x II x l 2x4 1 5x10 — 7x8 2x4 II 6.00 12 3 2x4 i x 4 x l 5 x 6 3x4 InI o 2 Y i1 12 11 10 9 8 3A = 2x4 II 3x8 = 8x14 = 3x4 = 2x4 II 3-1-12 8-5-15 13-10-1 19-2-4 20-4-0 3-1-12 5-4-3 5-4-3 5.4-3 1-1-12 Plate Offsets -1[13:0-4-0,0-1-151 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase • 1.33 TC 0.58 Vert(LL) 0.21 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.27 Vert(TL) -0.29 11 >820 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz TL) 0.03 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 172 Ib LUMBER BRACING ' T6P CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or3-10-11 oc purlins, except end verticals. Except: 3-4 2 X 6 SYP No.2ND, 4-6 2 X 6 SYP No.2ND BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. WEBS 2 X 4 SYP No.3 "Except" 3-11 2 X 4 SYP No.2D, 4-10 2 X 4 SYP No.2D 6-10 2 X 4 SYP No.2D REACTIONS (lb/size) 2=1156/0-8-0, 8=1035/0-3-0 Max Horz 2 = 120(load case 4) Max Uplift2 = -536(load case 3), 8=-531(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3=-1966, 3-4=-3572, 4-5=-3188, 5-6=-3188, 6-7=-734, 7-8=-1025 BOT CHORD 2-12=1734, 11-12=1750, 10-11 =3572, 9-10=605, 8-9=0 WEBS 3-12=157, 6-9=-598, 4-11 =-356, 5-10=-454, 3-11 =1882, 4-10=-397, 6-10=2668, 7-9=956 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 531 lb uplift at joint 8. 5) Girder carries hip end with 3-0-0 end setback 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 23.51b down and 15.61b up at 19-4-0, and 70.51b down and 46.71b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-74.0, 3-6=-80.2, 6-7=-74.0, 2-12=-20.0, 9-12=-21.7, 8-9=-20.0 Concentrated Loads (lb) Vert: 12=-70.5 9=-23.5 Junaidie Budiman, Lic.#451 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 r WARNING - VerM design parameters and READ NOTES ON TB7S 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 is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 p /II' ® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. ' VI Symbols PLATE LOCATION AND ORIENTATION t'/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 44 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. J2 J3 J4 TOP CHORDS ca c 0 WEBS J5 Cr0 0 tr U u O O s' U a ce c7 cb 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 APPROVALS4x4perpendiculartoslots. 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-NBEARING r1A Indicates location of joints at W which bearings (supports) occur, OR MiTeke TM CLIP FORM018,019 GANG -NAIL 0 HYbRO-AIR® y Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job. Truss Truss ype ty y 14544579 DR2879E CG2 ROOF TRUSS 1 1 Job Reference to tionap sFebMiTek n ustries, nc. u Feb 27 13:04:02 2003 Page 1-0-0 5-9-13 11-2-2 16-10-0 1-0-0 5-9-13 5-4.6 5-7-14 8 3x4= Scale: 1/4"=,• Sx8 w/wedge I h2x4a 6.00 F12 2x4 11 2x4 11 2x4 11 4 2x4 I I II Sx6 i 6 2x4 11 3 6 2x4 I I 2x4 11 2x4 11 2x4 I I q2x4117e 5x8 3.00 F12 2 2x4 11 2x4 11 0 2x4 11 3x4 5-9-13 11-2-2 16-10-0 5-9-13 5.4-6 5-7-14 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 HorzITL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Horz 2=602(load case 4) Max Uplift5=-549(load case 4), 2=-344(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55 BOT CHORD 2-8 =1738, 7-8 =1732, 6-7 = 0 WEBS 3-8=110, 3-7=-749, 4-7=-397, 5-7=1346 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 I WARNING - Veryy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be _ Installed and loaded vertically. Applk;ablllty of design parameters and proper Incorporation of component is responsibility at building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stablllty during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and HIB-91 Handling Installing and Bracing Recommendation availablefrom Truss Plate Institute, 593 D'Onofrio Drive, Madison, WI53719. iTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties_ e, TOP CHORDS 2. Cut members to bear tightly against eachcz other. O WEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of o at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at I /4 length(+ 6" from C7Cpaneladjacent joint,) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N; 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. 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 altertrussmember or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 HY9YR0,d1R® Job russ Truss Type ty y 14544580 DR2879E CGAB ROOF TRUSS 1 1 Job Reference (0 tiona1) sFebMiTek Industries, nc. u Feb 27 13:04:03 2003 Page r. rt-0 0 5-10-8 11-2-8 16-10-0 1-" 5.10-8 5-4-0 5-7-8 2x4 II Scale = 1:53.8 11 2x4 II 10 2x4 I 9 6.00 F12 2x4 II 8 2x4 11 7 2x4 11 6 2x4 I 5 5x6 i 4 3 M 2 1 0 3x4 = 20 19 18 17 16 15 14 13 12 2x4 2x4 11 2x4 11 2x4 11 2x4 11 3x4 = 2x4 12x4 I 2x4 11 8-6.8 16-10-0 i 8-6-8 8-3-8 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 20 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 111 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 6-0-0 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) 12=89/16-10-0, 2=210/16-10-0, 13 = 187/16-10-0, 14 = 183/16-10-0, 16 = 183/16-10-0, 17 = 188/16-10-0, 18=191/16-10-0, 19 = 173/16-10-0, 20 = 242/16-10-0 Max Harz 2=597(load case 4) Max Upliftl2=-58(load case 4), 13=-124(load case 4), 14=-139(load case 4), 16=-134(load case 4), 17=-131(load case 4), 18=-134(load case 4), 19=-126(load case 4), 20=-165(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=37, 3-4=-39, 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 2-20=6, 19-20=-2, 18-19=-2, 17-18=-2, 16-17=-2, 15-16=-2, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150 7-16=-148, 6-17=-148, 5-18=-150, 4-19=-140, 3-20=-184 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connectiort (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 12, 124 lb uplift at joint 13, 139 lb uplift at joint 14, 134 lb uplift at joint 16, 131 lb uplift at joint 17, 134 lb uplift at joint 18, 126 Ib uplift at joint 19 and 165 lb uplift at joint 20. LOAD CASE(S) Standard Junaidie Budiman, Lic.#4516 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 f"I V=pl ]SESSION! Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0wARMNO Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslbllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing specification, and HIB-91 iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. 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 9nA Indicates location of joints at which bearings (supports) occur. ME FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke HYOROALR 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 cr joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 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. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ Iruss lype ty y 14544581 DR2879E CS ROOF TRUSS 1 1 Job Reference (optional) s e I eInd,strips,Inc. u e age 5-9-11 11-2-0 14-8-0F 1.0-0 5-9-11 5-4-5 3-" 4x8 II Scale = 1:34.8 4 4x10 5 6.00 F12 2x4 0, d ul 3 x II ry d 2x4 7 3x42 it 3.00 F12 2x4 I I CD 8 3x4 % 2x4 ZZ 74-15 14-8-0 74-15 7-3-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.08 2-7 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 2-7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 oc purlins. BOJ CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=775/0-8-0, 8=662/0-3-8 Max Horz 2=340(load case 4) Max Uplift2 = -383(load case 4), 8=-328(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-1736, 3-4=-1376, 4-5=76 BOT CHORD 2-7 =1509, 6-7 = 619 WEBS 3-7=-357, 4-7=807, 6-8=-662, 5-6=-78, 4-6=-701 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 8 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 383 lb uplift at joint 2 and 328 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr, ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 I WARNING - Ver(jy design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. ro 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 IMM Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent brlacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Instollina and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive. Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ Ye„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 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 VnA Indicates location of joints at which bearings (supports) occur. FOR N1018;019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP Job Truss Truss Type ty ly DR2879E FG ROOF TRUSS 1 14544582 Job Reference (o tional sFebt o industries, nc. u e age 3-9-7 7-3-6 10.9-5 12-9-6 16-5-7 20-5-0 3-9-7 3-5-15 3-5-15 2-0-1 3.8-1 3-11-9 Scale = 1:34.3 2x4 II 3x4 = 7x8 = 3x10 = 3x4 = 3x4 = 46 = 1 2 3 4 5 6 7 13 12 9 3x6 = 30 = 3x10 = 7x8 = 5x6 = 3x4 = 2x4 II 3-9.7 7-3-6 10-9-0 10,6-5 12-9-0 12v9-6 16-5-7 20.5-0 3-9-7 3-5-15 3-5-10 0-0-5 1-11-11 0-" 3-8-1 3-11-9 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.04 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.07 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 271 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 3-13 2 X 4 SYP No.2D, 4-12 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 4939/0-3-0, 8 = 3357/0-3-0, 10 = 4402/0-3-0, 11=8072/0-4-1 (input: 0-3-0) Max Uplift 14 = - 1 764(load case 2), 8=-1200(load case 2), 10=-1567(load case 2), 11=-2889(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-1842, 1-2=0, 2-3=-4244, 3-4=-3417, 4-5=2213, 5-6=1445, 6-7=-2017, 7-8=-3319 BOT CHORD 13-14=4244, 12-13=3417, 11-12=-2213, 10-11=-1445, 9-10=2017, 8-9=-0 WEBS 2-14=-5233, 2-13=-550, 3-13=1035, 3-12=-4159, 4-12=7041, 4-11=-7013, 5-11=-1264, 5-10=-1869, 6-10=-4257, 6-9=-1313, 7-9=2448 NOTES 1) 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 0-6-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1764 lb uplift at joint 14, 1200 lb uplift at joint 8, 1567 lb uplift at joint 10 and 2889 lb uplift at joint 11. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-7=-1012.0, 8-114=-20.0 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 I AWARNINO - Veryy design parameters andREAD NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to beInstalledandloadedvertically. AppllcabllBy of design parameters and proper Incorporation of component is responsibility of building designer - not trussin! designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding labrloatlon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI53719. 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. A„ Ye„ 0 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeko JIM PANEL TM CLIP FORM016,019 QA"Q-NAIL ® HYDRID,A'fRO 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 fruss Type ty Ply 14544583 DR2879E J ROOF TRUSS 6 1 Job Reference (o tionaq s e r e n ustrles, nc. u Feb 27 13:04:05 2003 Page 1-0-0 7-" 1-" 7-" 3 Scale = 1:20.5 6.00 F12 2 1 4 2x4 = 7-0-0 r— 7-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOI 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=248(load case 5) Max Uplift3 = -260(load case 5), 2=-137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 t.f A WARNING - Ver(& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. — Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss —— designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bRscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M;Tek® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 Donofrio Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 12/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb, 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 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 HUD/FHA ICBO SBCCI WISC/DILHR CLANG -NAIL 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTeko eKt @ HYbROW' 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. flIllilli TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 14544584 DR2879E J1 ROOF TRUSS 8 1 Job Reference (o tional) sFebd e n ustries, nc. u Feb 27 13:04:06 2001 ge 2x4 11 1-0-0 1E-0 3 1-0-0 1." Scale = 1:7.0 6.00 F12 2 To o 1 4 2x4 I 1-6-0 x 1-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-6-0 oc purlins. BOJ 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=143/0-4-0, 4 = 62/Mechanical Max Horz 2=84(load case 4) Max Uplift 2=-90(load case 4), 4=-46(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17,2-3=0 BOT CHORD 2-4=0 WEBS 3-4=-49 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 2 and 46 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t WARNING - Ver{ jy design pamniietem and READ NOTES ON TMS 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 Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloaWn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation avollabie from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'i4to-4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ye., 0 tr 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of ao trussandverticalweb. This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018, 019 HYbRO,A/R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss russ ype ty y 14544585 DR2879E J3 ROOF TRUSS 9 1 Job Reference (o 1) FL,7W 000 s Feb 8 2002 Pd e n ustrles, nc. tionau Feb 27 13:04:07 2003 Page 3- 0-0 1. 041 3.0-0 Scale = 1:10.3 6. 00 F12 2 1 4 3-" 3- 0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOI 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=113(load case 5) Max Uplift3 = -1 05(load case 5), 2=-119(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 i A WARMNG - VerVy design parameters and READNOTES ON THISAND REVERSE SIDE BEFORE USE. — Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br hcingof the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M;Tek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. 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 c3 0 WEBS J5 a 0cc 0 O O y U a ce c1 cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE 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 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, M1I MiTeko A PANEL TM CLIP FORM018,019 GARYG KLAJL ® HYORO,AORO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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. o - I russ Truss I ype ty y 14544586 DR2879E K ROOF TRUSS 3 1 Job Reference (optional) TIM 5.000 s Feb 6 2003 MiTekIndustries, Inc. Thu Feb 2 age 1-0-0 5-0-0 r 1 0-0 5-0-0 3 Scale: 3/4'=l' 6.00 12 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 0.33 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.09 1 > 171 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 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=1800oad case 5) Max Uplift3 = -1 83(load case 5), 2=-125(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 f A WARNING - VsrVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - - -- designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent IoNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Tek® Handling Installlnsl and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat, ye„ F ye„ 0 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 nA Indicates location of joints at which bearings (supports) occur. MiTeko FORM018,019 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 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. PANEL TM CLIP VOROA/R ® 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 y 14544587 DR2879E K1 ROOF TRUSS 1 1 Job Reference ttiona1 c. o sFebt e Industries, nu e age a-o- o 5-" 2 Scale = 1: 15.7 6.00 F12 1 NA 3 2x4 = 5- 0- 0 5-0- 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a - n/a M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0. 0 Rep Stress Incr YES WB 0.00 Horz TL) -0.00 2 n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 570-0 oc purlins. BOJ CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/ size) 1=224/0-4-0, 2 = 177/Mechanical, 3 = 48/Mechanical Max Horz 1=169(1oad case 5) Max Uplift =- 73(load case 5), 2=-185(1oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 185 lb uplift at joint 2. LOAD CASE( S) Standard Junaidie Budiman, Lic.4451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t WARNING - Veryy design parameter and READ NOTES ON THIS AND REVERSE SME BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — - designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OSY-68 OualBy Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling InstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. to -'A" For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c2 c WEBS J5 0cr 0 O a c8 C7 C6 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. 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 BEARING WnA Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N Nil MiTeke TM PANEL CLIP GANG -NAIL ® HYOR®,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 I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6• Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10• Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14• Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss I ype ty y 14544588 DR2879E L ROOF TRUSS 3 11 Job Reference 'ORotionap s e I eInd,str'- nc. u e age 1 0 0 3-0-0 1 0 0 3-0-0 Scale = 1:10.3 6.00 12 2 1 4 2x4 — 3-0-0 3-M LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TU -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 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. BOY CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 82/Mechanical, 2=242/0-4-0, 4 = 28/Mechanical Max Horz 2 =1 13(load case 5) Max Uplift3=-105(load case 5), 2=-119(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 l l A WARNING - VerVy design parameters and READ NOTES ON THM AND REVERSE SIDE BEFORE USE. ®re Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNeing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke 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 cr joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 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. ffl 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 MYORO A7R DR2879E L1 ROOF TRUSS 11 11 14544589 Job Reference (optional) s Scale = 1:10.3 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 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(TU -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1=102(load case 5) Max Uplift =-40(load case 5), 2=-110(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr vi Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - Vsr{ jy design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. o assi Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss --- - designer. Bracing shown Is for iateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br'ocing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M;Tek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 1 /4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. i/'„ Ys„ For 4 x 2 orientation, locate plates 1 /8' from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 1 continuous lateral bracing. BEARING VM4 Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 o _ o CrVNO a O a C8 C7 Cb O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 CLIPP HV0R0,A4R 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. Ll Job russ russ ype ty y 14544590 DR2879E M ROOF TRUSS 11 1 Job Reference (optional) s Feb 6 2003 MiTekindustries nc. u e age 3 1 0-0 1-0-0 1.0-0 1-0-0 Scale = 1:5.9 6.00 Fl2 2 4 1-" 2x4 1-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) .3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2=60(load case 4) Max Uplift3 = -27(load case 5), 2=-127(load case 4) Max Grav 3=26(load case 4), 2=173(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc, 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 1 WARNING - Verbfy design pammetsra and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®a Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Qualify Standard, DSB•89 Bracing Specification, and HIB-91 iTek® Handling Installinq and Bracing Recommendation availablefrom Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1i * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussand securely seat, building designer, erection supervisor, property All a 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. T- 2, Cut members to bear tightly against eachc2ca other, cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oNJ Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of a O at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 114 length(' 6" fromC, panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of o 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. 4 X 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M WI engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 MnwG-ntL ® ua MYORO AIR ® Job Truss Truss ype ty y 14544591 DR2879E Mi ROOF TRUSS 1 1 Job Reference (o tionall sFebr e Industries, nc. u Febage 2 1-0-0 1-M 6.00 12 Scale = 1:5.9 1 d 3 1-M 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL 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=10/Mechanical Max Horz 1=36(load case 5) Max Upliftl=-13(load case 5), 2=-38(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr, ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 Ver{ jy design parameters and READ NOTES ON Tms AND REVERSE SIDE BEFORE USE. WARNING Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- - designer. Bracing shown is for lateral support of Indvival web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek0HandlingInstalllnqandBracingRocommondallonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 1/8„ 0 cc For 4 x 2 orientation, locate 0 X plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018,019 L ® HYDRO -AIR ® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. u. - Job Truss Truss Type Qty Ply DR HORTON 2879 "E" ELEV. 4 14544592 D82879E S ROOF TRUSS 2 1 optional) Al CU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Mon Mar 03 11:48:01 2003 Page 1 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 1:20.2I,Scale 4.24 12 30 3 2 1 72x4 11 6 5 3x4 = 2x4 = 5-2-5 9-10-13 5-2-5 4.8-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 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 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz2=312(load case 2) Max Uplift4=-308(load case 5), 2=-235(load case 2), 5=-163(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 4, 235 lb uplift at joint 2 and 163 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=4.4-to-4=-183.1, 2=0.0-to-5=-49.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 l"1 WARNING - Vert& design parameters and READ NOTES oN ms AND RE VERSE SD)E BEFORE USE. o Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - — designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 iTek® Handling Installing and Bracing Recommondation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS ca 73 WEBS J5 Cr o_ o cr O CL s+ U a ce c' C6 _O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second 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 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING n, A Indicates location of joints at which bearings (supports) occur. MiTeke OfYORMA/ R O IIIIIIIlI TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 Job Truss russ ype ty yk1 14544593 DR2879E S1 ROOF TRUSS 2 1 Job Reference (o tiona1) sFebt o n mtnes, nc. u Feb 27 13:04:11 2003 Page 2xa II 1.5-0 2-1-7 3 1-5-0 2-1-7 Scale = 1:6.9 4.24 12 2 R c+ro 4 2x4 11 2-1-7 x = 2-1-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.15 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 NO WB 0.01 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1-7 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) 2 = 134/0-5-11, 4 = 43/Mechanical Max Horz 2=50(load case 2) Max Uplift2 = -99(load case 2), 4=-22(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=3 BOT CHORD 2-4=0 WEBS 3-4=-34 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 2 and 22 lb uplift at joint 4. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-1.2-to-3=-52.3, 2=-O.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 dot WARNING - VerW design parameter and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. o Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility at building designer - not truss - — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q O For 4 x 2 orientation, locate 1: plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011' continuous lateral bracing. BEARING 9nA Indicates location of joints at which bearings (supports) occur. OR Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N Mi! @ MiTeko General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane of at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 GANG-nuuL HY0R0,4/R O 5..70- 4 r Job t russ russ ype ty y 14544594 DR 879E S3 ROOF TRUSS 2 1 fi Job Reference (o tional) sFebt e industries, nc. u e age 1-5-0 4-2-15 1-5-0 4-2-15 le = 1:10.2 4.24 12 2 1 4 4-2-15 4-2-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 > 366 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.211D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) .3=79/Mechanical, 2=224/0-5-11, 4=28/Mechanical Max Horz 2=65(load case 3) Max Uplift3 = -88(load case 5), 2=-124(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 124 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-4.4-to-3=-78.5, 2=0.0-to-4=-21.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 l•f AWARNINO - Veft design panan eten andREAD NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility at building designer - not truss - --- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addltlonat permanent brlacing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Spectfication, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 TOP CHORDS owner and all other interested parties., 2. Cut members to bear tightly against each other, a:3, WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate oz Q o joint and embed fully. Avoid knots and wane at joint locations. plates 1 /8" from outside edge of truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" frompanel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur, MiTek® TM PANEL CLIP FORM0I-8,019 ia.NG NAIL ® NY0R0,AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 24 ~ D')—)— I lU- 0 I 0 I C') 22-4-U ALL BEARING WALLS TO BE PLACED I _.t. L_ HUS26 N C TI (' E! ! REVIEW ALL SPAN DIMENSIONS -BRG. WALLSPRIORTOSETTINGTRUSSES.. i !-- HGUS26-2 :ENIGNEERED DRAWINGS — LOADING --AND OVER/HANGS' WALLS SHOWN ARE TO BE BEARING._ - - d SPC.HGR I -SIGNED APPROVAL: X JOB NUMBER: DR2879E DATE: 407-321-1440C CU SPAN CUSTOMER: DR HORTON r/H:l BLOCK SHINGLES BY: T.H JOB NAME: 2879 "E" ELEV. i c u c 1C3 8-0 TRIM IT FLOOR SYSTEM wa rlirl( ALL BEARING WALLS TO BE PLACED 1 _ _ _ I 4. 1 PLY HGR. Irl C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLSIPRIORTOSETTINGTRUSSES.. IIA. L 2 PLY HGR. ICH AND OVER/HANGS DRAWINGS--LOADING--PIT l — — — — — WALLS SHOWN ARE TO BE BEARING.. — 3 PLY HGR. r SIGNEOAPPROVAL: X I JOB NUMBER: DR2879 DATE: CCUSPANCUSTOMER: D.R. HORTON 407- 321-144O BY: T.H JOB NAME: 2879 ELEV. M I A M i-DADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E: Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 NVAtvII-DADE COUNTY. FLORA METRO-DADE FLAGLER BUILDI; BUILDING CODE COMPLIANCE OFFIi, M3'1'RO-DADC FLAGix.R BUILDr, 1.10 WI'3*1' VLAGLCIt 911M,171% sure: IC MIAMi, FLORIDA 33130.1! 305) 375-2901 FAX (303) 375-25 C014'11W."CUtt LiCENSING SECTI, 305) 375.2527 FAX (3us) 375-:: co,N L%c: roii t.i :dit.,Y r mvitia 305) 375.2966 FAN (303) 375-2- t,uol)uc. r Coxi,not. Dwi1t 305) 375.2902 FAX (3c15) 372-6 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Insiving GIazed Double w/sidelites Residential Steal Door urdcr Chapter 8 of the Code of Nliatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t. product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t' product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend t use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or, material fails to meet the requirements of the South Flori Buildin, Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 0.3/02/2006 Raw twariguez Chief Product Control Division THIS iS THE COVERSHEET SEE ADDITIONAL PAGES F'OR SPECIFIC AND GENERAL CONDITIONS BUiLDING CODE & PRODUCT REVIEW CONTMITTEE 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 Miami -Dade County, Florida under the conditions forth above. r1I' I' ROVE D: 06/05/200 i Francisco 1. Quintana, R.A. Director Miami -Dade Count), Building Code Compliance Oi'lic CITY Li' .4 2iiHF0RD Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC 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-[ County, for.the locations where the pressure requirements, ns 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 lasiving GIazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sinigle door units shall include all components described in the active lcafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit Nyill require a hum( Piotection system. S. LABELING 5.1 Each unit small 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.REQUIREtMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.L2 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 6.13 Any other documents required by the Building Oflieial or the South Florida Building Co. SFBC) in oricr to properly evaluate the install ion of this system. Mane l Pcrez, P.E. Product Co ro Exan•. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN Q 5 QQj EXPIRES April 02, 2006 NOTICE OFF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been F1 and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South. Florida Building Code affecting the evaluation of 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. 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 fce) 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. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other docunmcnts, wlmere it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal time 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. EVD OFTHIS ACCEIP''ANCE Manueftcrcz, P.E.; Product Con tr xam Prndu t._Cn'ntrnt Divisinn Glazed Units COP•WL•MA0100.02 ` FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO 2'6 2'8" 2'10" 3'0" iw•=Kz= X0, OX, OXO j 1 i 3'6" r 2'8" + 1'0" Not listed COP-WL-MA0143-02 Not Listed 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP•WL-MA0144-02 02-0419.08 Application Filed) 52.0 I NO I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" VG" - TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2T COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 1 NO 1 I 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO I2'8" + TV + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TV + 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 instruclions are available from the Masonite international website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, Vate or local bui'ding 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, O akW— W FIIIV.KCI.Ai\ Fnl'NY MOONS Nen.i•w f/ gU., Envy Do Apt 29. 2001 OW,D"'U':ypup,yn ul p,x.cO naD,o'.Tnlpn 013tel!De(aiCNi0,6. Oel"On Dno p'oauci Masonite Internat1onaI Corporation ad.lil :ulgca 10 [NnpD wd)a„I nolim. COP-WL•MAOIDD-02 r FIBERGLASS DOORS Glazed Units 6'8" Height Outswing 1 r.l r r I I. 2'6" 02-0418.03 X 2'8" COP-WL-MA0161-02 Application Filed) 55.0 NO 2'10" 3'0". TV Not Listed Not Listed MulliI I t.l' OCCO DP Rating 2'8" + 1'0" 2'8" + 17' i 1 2-1-3" + 1'0" 02-0418.03 1 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO 3 C,. 3'0" + 17' 17 + 2'8" + 1'0" 1'0" + 210" + 1'0" X0, OX. OXO 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164-02 Application Filed) 55.0 NO j i1'2" + 3'0' + 1'2" 2'6" r 2'6" ` 2'6" 2'8" + 2'8" + 2'8" 2`1C"+2'10"+2'lV i 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 210" + 2'10" COP-WL-MA0162-C2 Application Filed) 55.0 NO 3'0" + 3'0" XX. DUO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + TV 02-0418.03 2'10" + 2'l0" + 2'10" + 2'10" COP-WL-MA0165-02 Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 3'0" 1. Occr a, rangernents using fewer panels than wila! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite 1n!arnstional 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 6 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 entWor impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. tf't ARBe, A,< i,-Ili Y •UooAS lw,T, .eas,n..p,., t^) o..::: GdW uely hom Ma sonite international Corporation. AD,i i". 2007 Oa, C,091Am DI aoein AID —WIC -a makes specifications. design xna Dros.cl 411A .n':i_CI ID Change wilwl'w'Ce. Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0t' Height — Inswing X 2'0" COP-WL-MA0146-02 Miami -Dade, 02-0423.01 Application Filed) Ratingt. 40.0 NO 2'6" TV 210 3'0" 3'6" Not Listed Not ListedArrangement t Multiples (width) 2'8" + 1'0" Masonite International COP-WL-MA0148-02 Miami -Dade, 02-0423.01 Application Filed) 40.0 NO i i 2,8" + 1'2" 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 37 + 1'T COP-WL-MAD149.02 02-0423.01 Application Filed) 40.0 NO I 1 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 37 + 17 TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" XX, DUG 2.8„ + TV COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'8:' + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements us;i g fewer panels thar. what is shown in the above chart also comply under the product approvals shown. 2. Assembly details era available from, the Masonite Internalional website (www.masonite.com) or from the technical center. 3. instni131ion ins!ructions are available from the C%:ason;te International website (www.masonite.com) or from the technical center. AIN2; d2sien pressure requirement for a speci`ic cuiW g 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, (orced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak rraff MTEW W •..., I-". 11.11.1S I:N I'hY 000I;( &_'Oen. FJ 2 J. 2012 Ccr a?:I:I( 7rC, in ct prprjutl rcpreacn[nt aus[s fpe:ili.:„ors. C[sq[ :: J;e>:::I l:' SJL,J:'I .;-nt•:1MJi[.u: nl.'i; [. Masonite International Corporation 7 Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 7X. 1 1 I 2l0" I 1 COP-WL-MA0166-02 r. 1• t 02-0423.03 Application Filed) r• • 1 47.0 t NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1'Multiples X0, OX, OXO 1 2'8" + 1'0" Maso6iteInternationalMiami-Bad COP-WL-MA0168-02 02-0423.03 Application Filed) IJIP Rating 47.0 1. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO IV' + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff AR EK`" o .l ar•in F'1'c• c.l FIUI:Mf. 1..1 .SS F. N'I— DOOIEti N T- F; tlau Emry Down Apra 29. 2002 Our continuing program of ploduct improvement makes sWdicatbns. design and product detail subject to change without notice. E•<Iv<•cly tr"m n Ou Masonite International Corporation Opaque Units t, COP-WL-MA0100-02" FIBERGLASS DOORS 6'8" Height — Inswing X EiVIF, 2'0" COP-WL-MA0101-02 I 01-1031.01 1 ,. •, 76.0 NO 2'6" 27 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 17 17 + TO" + 1'0" 17 + 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" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O ak raft AR k EK'" FIM KC1.ASS F 114Y•000kS 1-T.- fibres." tmry D. P/C,RE' GVZ?,'rlnee O Ppre2002 pw cononon".np program W proava "nprovemen, makes speulKalgns, oevgn ano proovn Masonite International C o r p o r a t. o n aela, l s,D1ec110 cnanoe wnnoW nolKe Opaque Units COP-WL-MA0100.02 . FIBERGLASS DOORS 6'8" Height — Outswing Arrangement X Singles (width) 2'0" I COP-WL-MA0121-02 r 01-1031.02 t• ,111 76.0 NO 2,6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed r • • 1 55.0 1 . NO Multiples, X0, OX, OXO 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0123-02 TO" + 1'0" TO" + 1'2" r . , 02-0109.09 Application Filed) 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 'IT 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + TO" + TO" 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" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. O akc aff AR k EK" wo"a.gr. in 7<.la.aa F1k .RG1.A5C F;NTkY OOORN N T- FarwNu tm Oew. ADN 29.2002 Our conunuin0 Drogram of Product imDro—nenl makes soecdicatio"s, design and oroducl 003d WNW 10 cnanot wilnout notice. E.<I•rerY I.o n Oee Yoee.• Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing X X0, OX, OXO 2'D" COP-WL-MA0106-02 r.,UNNUM,. 02-0109.08 Application Filed) 70.0 NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Fr- 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 02-0109.08 2'10" + 1'2" COP-WL-MA0108-02 (Application Filed) TO" + 1'0" 37 + 1'2" 55.0 NO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2' 10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" IT + 2'10" + 1'2" 1'2" + 3'0" + 'IT 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" TO" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR EW m FINI:It (i IAY 110OM5 U.—F—,.0 En,Doo.. UYI Van r /i.. i. l ro m O• r Oe flit„ aD,d 29. 2002 OW Conunu.n0 DIo01am 01 pnoo-Ct "nDlov ht makeS 5"CifiCA..S. 0eS,9n ant) 0100.0 Masonite International Corporation deta" Subject to Change without nonce. Opaque Units COP=WL-MA0100-02' FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" COP-WL-MA0126-02 D., t 02-0109.07 Application Filed) I 70.0 NO 2.6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0128-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 1'2" 2'1On + 1'0" 210" + 1'2" TO" + 1'0" 3'0" + 1'2" 17 + 2'8" + 'IT 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" + 1'0" IT + 37 + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" 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" 37 + 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" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR k EK" FI N I. kG I. TSS I:N"I'k Y `nOOItS N T- flfa enrn Dean ADrd 29. 2002 OW COminwn{, Drnpram or produtl improvement makes specilkatipM. design and product dead suoiect 10 chant without notice. 0"• v0e Masonite International Corporation X 1 II I Unit SINGLE DOOR 6• TYP. TYP 6'8" UNIT 8'0" UNIT 13-15/16' 17-118' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29. 2002 Masonite International CorporationOurconl,nwng pro0— of p,odun -D'--n l —k,S SpeCihQli0nS. d-Q. and d,pduo doad S.b,e l 10 (-0e wO.W noliCe. XO or OXMOVI.-MA0003-02 Unit l SINGLE DOOR WITH 1 SIDELITE 3- 6' 6' CL TYP. TYP. TYP. TYP. 1 1 1 a UNIT 8'0" UNIT 15/16" 17-1/8' MAXIMUM ON CENTER TYP. i 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening I Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and k10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. V1 aprd29 2972 Masonite International Corporation Ow m,nn. -; vJg,Jm a MOW ,n•.,P?.Cnµnl nA4e1 SUCCinfeM1Un1. do Q" "c xuo tln d iunittt w cnange wunoui nonce. OX O ® 1 r l l l E I Unit t SINGLE DOOR WITH 2 SIDELITES UNIT 87 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. Width of door unit plus 1/2" Height of door unit plus 1/4" T t t T t t t T t T Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. W1 E.elu..ve r ,om Apni2g zppy Masonite International Corporation Om co••u„.o a uunm u mua,.; .• .. au nuEes sneonui•u•, aes un nee muoua scud sue eu w cc npe wnnomnmac. Oxx0 r Unit ' DOUBLE DOOR WITH 2 SIDELITES S6 CL TYP. TYP. TYP. TYP. IL 6' tTYP. r6' 8' UNIT 8V UNIT 13- 15/16• 17-1/8' MAXIMUM ON CENTER TYP. I I , Opening • I 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 114" Hinge and strike plates require two 2- 1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA All 562) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and ( 1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1- 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. on t . elu.«ly l,•m April 29. 2002 Masonite International Corporation Our conlinumo p.00r3m of product +nprovement makes 1010,"Uons. deign and p'oduct Omd soolecl Ip without not- XX Glazed Inswing Unit APPROVED ARRANGEMENT: i O 1 a... •- K, COP•WGMA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". r Double Door Maximum unit size = 6T x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep 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: 00 oa oa 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 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 urea In the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EK' M E.......I, ,.m FlUE . r• n y DurcSIIpLltf:lA 1) LN 1'N t' UUON Nw i .wM fle.N.. Erw Oeon C,' / C/YEc„Mn. El L April 29.2002 I+O.• yDe Masonite International Corporation bur coni,n—g mognm lor11100W "^a O Meni mates Spnoi ajgns. &Sign and olDdKt dead S.1,". m mango ..In.., nonce XX Glazed Inswing Unit COP•WL=MA0142-07 ` FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: C! CIO _ ` 1 404 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.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 1 EK" IµlUl'Nf:l\1 —1'N'. p") ' N T..w EAe.alau E--7pow, April 29, 2002 Our conlm ,rg orogram of orodua morovement makes specifications, design and product deb ifsuoittt to change withal ncn,c, E.clufrrely Iroo Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0' x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beets 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: aa00 no 00 00 00 100 Series 03. 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 sit may also be used in the following door style: Eyebrow 5-panel wilh stroll. Oak raff AR k EK'' r.. r... , .o. 1IUliNf.l •US titt'INl" rJQUNs w.r..o,..a r.e., t—, o— PREM Apol 29. 2002 Masonite International Corporation Ow com.n n; yoV d^) or na)es 0".Q. a,+o aqua wo ea c :-anpe wnnom noecc. or • COP-WL-MA0143.02 Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 _ 404 Series 410 Series 109 Series 114. 12.0. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2' Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, .raff ARkEK" 1,1IIL till. \.L'1'H 1 `....... I r•1•n.T..mW r-0w141.f,,..T0- April 29. 2002 Ou, com,nulnp p,upnm OI p,pOu. unp,o.cment makes SpeOifcalonS, des.On and Woducr aelaa I':ilPel 10 cnanpe w h.O l nonce . Ov.l•„ Doo.. Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: O O coP•wIL•maoiaa•oz FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x WK. Single Door with 2 Sidelites Maximum unit size = 9T 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: 00 00 9 00 00 00 H 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n 0 uu H u n a 00 00 00 00 00 00 105 Series 106, 160 Series- 129 Series' 12 R/L, 23 RA., 24 R/L 107 Series108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel wilh scroll. Oak raft AR k EK- I, In GLn\1 LN'I y DrIO S Non-T..wr E f4wibu Enur poo-s ry1/ / . ly 11. 1 m O April 29. 2002 Masonite International Corporation Om Comm„ Ong oioorom oI piodu[I imnrmemenr mikes spe 1icj1ont. oe SvonDnd p,odurr e 1 suo,,I Io cn nge wnoour no , 17 COP-WL-MA0144-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: l Y) 00 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a o a o x. 129 Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR k EK'• I-RCLANS LN I'KV D< )NJ f'b•-T[.u,W flwNu E, 7Do April 29. 2002 Our Continuing orooram of oroduct xnorovemem mal,es soKificalions, design and product detail suolecl to change witnoul nohce. E.f lu,:r[ly from Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL•MA0145.02' FIBERGLASS DOORS z O Double Door with 2 Sidelites Maximum unit size = 127 x 6'8" Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x WK. 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: 0o 00 00 00 00 00 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: n a M m n a. 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RA 107 Series' 108 Series 304 Series Series' This glass kit may also be usea in the following door style: Eyebrow 5-panel with scroll Oak raff AR k EW E..1 ... , .em v ....l. .,. n '1'c 1ur<.1 1:I11 L NCL A1.\ LN'1'NV 0110ItS N T..w,.A r4. 0—E."Door. CCII Y'11 V r.Ir/r, n O• April 29.2002 Masonite International Corporation Our CON-1O9 O109ram Of 010010 ,m Orovemenl makes SOK,I,UI,OOs. des,dn and dr Odun 0011110,10 10 Cnande -loin n012e. OXXO Glazed Inswing Unit COP-WL•MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 0 0 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW 12,11L N6,1"S LI—,-111N, -T-Ey ZrI—, Dw., April 29. 2002 0., conunum0 orogram of otoa,a +norwtmem makes sveoticaimns. design and wodua devil $0^110 Mange witooul notice_ PRC,, E tlutire e Iron ^ Masonite International Corporation XX -COP-WIL-MA01147 Glazed Inswing Unit r 810" 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 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-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: 00 00 822 Series 1/2 GLASS: El 00 404 Series 108 Series Oakcraff AR EK' E.<I.i.e1y1,•m CIULXGLn.SS LN'1'— taon-t..—FA—gh.. Em.r Oars /R Eln0•• April 29.2002 Masonite International Corporation Ow Com,n„.ng p,og,am of gloonn nnpr Oren makcS zpMifit nno.S. design and prOCUO dela,l su41e(1 to Change nitout nol,ce. XX t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O-ak raff AR k EK'" tea I'1.1.61.,\l-S Ll1lta eao..t..",..d[c..ta E—, D" April 29. 2002 Our cominumg program or prpducj nDor menr makes svixaicawm. design at d product derail iu01CCr 10 change wirnour n0uce SiJY1Vi.. 0. I D. Masonite International Corporation XO or OX ' ' `' ' ' ' Glazed Inswing 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 87. 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. W Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or focal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: as 822 Series 1/2 GLASS: 00 404 Series 108 Series Oak raft AR k EK" I-111 t N (1. :\ 1:.'1M\''Dr11fN nlo•..Te.u...af.pe.yb.. E•.vy Deo.. Apn129. 2002 Oun Con4nu.no ploolanl or proOW-D'Oltn—1 makes sp...... qnS. aes,on and maaufl W." S Ulefr to manor wilnoul 1G.- PRCC..'' f.Tlu.+ely i om / J n 0... Masonite International Corporation or • COP-WL-MA0148.02 Glazed 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: A L\. n 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 Oakcraff ARO EK'" a 1'I 11LNc:LAi.I LH'rNl"`Dnl)N\ Nu.-T.-iM.tlav fnvY Dew. April 29, 2002 OW comm_o Dlglam of proauel D1ovemem makes spe0$BLans, design aml D,MW aelail 5uelecf to cnaltpe wanouf nJuce. f.clufirrlY Irom m Ouo Y Ooo.. Masonite International Corporation OXO 't('t- Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 97 x 8W 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 fora 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 beeA 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: am 0o 0o 822 Series 1/2 GLASS: EJ 00 404 Series 108 Series Oakgraff AR k EK" N T--E—f—Envy Dow. om I IIJEK(:LA N LN'1'Nl11111N.\ ApEji29. 2002 OW corm,,,,, p,09nm or it,w. 1 xnpepvemenl nukes soeCilitalans. Design ]m D100uC1 Masonite International Corporation detail suDjeti to m3not w.. Z.— Oxo 10aE f Glazed Inswing Unit r 8' 0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: r 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 Oak raft AR k EK" wnod- 7a, ea I: Ip LMciLASS LN'rRY DOORS —T--FA ,.. E.-pow, April 29. 2002 Our continuing program of product rnp—Mehl makes SDecihcationS, design and product detail 54itct to change without notice. r.' E,< I rirele Irom /nj n Ou• , Oo Masonite International Corporation W/% Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0"- Double Door with 2 Sidelites Maximum unit size =12'0' x8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: ao 00 822 Series 1/2 GLASS: n o0 404 Series Oak raft _ AR O EK' U•..u.l- 'I'.+i cal I:InL'K(;LASS IN"1"M\DOOKS II—T —d Fdr".a Envy Door April 29. 2002 Our commmno DIGg— of Droducl MDro C-1 makes SDecdiVbons, design and Product Wad WbIM 10 change -noul nonce. 108 Series Eac urirely Iron Ou yDo Masonite International Corporation OxxO 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). aaf p State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, raft AR k EK" 1MII4LM(:L,%%S LN I111' 1)I-9% Norvl .wr.OI—e.0 b—, Dow. April 29. 2002 Our (cmim-il moom of wod,a , wovemmi makes s0[G1icawOs. design and v0d.1 Masonite International Corporation detail s.C1ec110 cnanpe wmw nonce XX Glazed Outswing Unit APPROVED ARRANGEMENT: xYr3/ ItT rO E COP-WL-MAO162-02 ' x3 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x ST". 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 buildingcodes 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 a0 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 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 he used in the following door style: Eyebrow 5-panel with scroll. O ak,rafft,• I o.l AR 4 EK" E.clu ere lro m I,I.W.I:I.\\ I.\ ll..1" 0110-S OfOe.aNu E—, Door, April 29. 2002 0u,[0."1",1,09—OI DIo0v0 enYOC-1 maheS-0-1—. design and p Oducl T o. Masonite International Corporation 0e1,I Su0Itc1 to mange nno., noire XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: el 404 Series 410 Series 109 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 — AR k EW VWLMC;L 111 `.011 `-1 1-T.-ipq, E."0oe April 29. 2002 Ou, con,,nomp O,og,am of D,oduct 'anD,o tmenl makes speCO.cations. designand D,odDcr debd _D,eC, to Change + 1...I nD12e Masonite International Corporation it XXCO ' ' I I Glazed Outswing Unit 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 = 6T x 6T Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM -ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0 00 404 Series Oak raft AR k EK'" I. 'rc• c.l IANLNCLASS LN r14Y On()N.S Nen.T—dFi qu,. Envy 0. April 29. 2002 Ov Com,n me olagram or 010— OID101emenl makes spcui¢nans. 0esgn>.a p.0d.a deW.1 SVIIICCI 10 CNnge w tneul n01,Ce am 00 00 822 Series 108 Series E.Cluu+ely Lom Masonite International Corporation 3/4' X 1-1/2" X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE 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. 1 FOR 16' X 7' USE C 1/4" X 3/4" HEX HEAD SELF 6 DRILLING SCREW TT 3 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') OPENING HEIGHT NOT OVER DOOR HEIGHT) F33-(9'X T) J_ I 16'X7' (4 BRACKETS) 9.X7' (3 BRACKETS) 5' 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL USE END CAP %:;: G% (SEE DETAIL C) R END STILES. 18 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. SECTIONB-B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE 8'-0' 7'—O'+49.2 56.1 9'-0' 7'-0'+43-7 23.6_12A 49.9 16'-0" 7'-0'+35.4 1-39.5 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 19-1/2', 2\ 24' HIGH PANEL. GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2' T X 1/2" LONG 16GA. GALV. STEEL CENTER STILES4GEBOLTdoNUTTOPBRACKETWITHOPTIONALSSBGLASSLIGHTS (5 COLUMNS) ALTERNATE CONSTRUCTION14GAROLLERCENTERHINGESUSING (2) STRUTS r HOLDER WITH (3 COLUMNS) 2 FASTENERS. 5 STRUTS IL zi3" 18GA 11, 1/4"X 3/4" LONG HEX HEAD SELF (SEE DETAIL DRILLING SCREWS. 2 PER VERTICAL STILE) 7' 16' X 7' DOOR B B2' ROLLER WITH 7/16" DIA. LONG STEM. TIRE STEEL 10 BALL 8' AND 9' WIDE DOORS 2' ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL SEE DETAIL C A 4"X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 14 GAGE GALV. STEEL END (4) REQ'D. OPTIONAL SSB GLASS LIGHTS USING (2) STR HINGE ATTACHED WITH (4) OR ((120 SQ. IN. MIN. 5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA) 4 STRUTS A OPTIONAL., ,.,, / i /1 /mil GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2PER VERTICAL STILE) r _Q'rm'ITOTALOPENAREA) 20 GAGE END CAP 20 GAGE END STILES 2' 1-3/8" POLYSTYRENE INSULATION © 00 C OPTIONAL FOR MOD. 724 AND 730 0C 13 GAGE GALV. STEEL BOTTOM BRACKET O tATTACHEDWITH2FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. LH. FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A -A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE END DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 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', 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. 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, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS' GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. STILE, CAP AND RAIL TYP, 6 PLACES, LJ AND USE LONG STEM ROLLERS. NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS do NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 0L - F G 2422 3/5/02 KDD 3/ q F 2413 1 25 02 WILLIAM T. ODEMANN P E E 2137 2/9/00 Consulting Structural Engineer D 1724 6/24/97 1140 Anderson Street C 1549A Clermont, EL 34711 `% ' B 1549 352) 242 - 0100 A 1449 9-8-95) S G.T6.,) 1366 1 1-01-94) SCATES) NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV. SINGLE CAR) CENTER STILES &CENTER HINGES ( 11 COLUMN) 1. 25" 2. 75' --- DETAIL A 3' 20GA WIDE STRUT 3" 18GA WIDE STRUT LOCK P. O. BOX 13858 MAUMELLE, AR. 979 T T VY1NDSORDO®R 72113 1501) 562-187 MODELS: 724, 426, 730, 735, 750, 550 DWG- WAS PART NAME: 101993- 8, 9 WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 100 @150% MPH, FBC FRAC. f 1/64 120 MPH EXPOSURE "B" DEC. t .015 NEXT LEVEL DATE: DWG. N0, ANG. f I' 9/14/94 99-B-033 SCALE PLOT SCALE DRN. BY NONE 1=1 GDR SHEET 1 OF 3 13 GAGE MIN. GALV. STEEL 1/4" X 1/2" LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16FASTENERS 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 2' GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4" X 3/4" FOR 18'X7' & 18'XB' 16GA 16'X8') HEX HEAD SELF SEE TOP BRACKET 13GA. ( 18'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA ig' Xg') 16' X 8' & 10' X 8' DOOR SELF LUNG SCREWS ITHROUGh 63" ( 18' X 7') 72`( 16:X8) 72: ( 1B. X 8' 72" ( 10' X 8') 54" 18' X T 63" ( 18' X 8') 63" ( 9', X 8') OPENING HEIGHT NOT OVER 42" ( 18' X 7': 48" ( 18' X 8'; DOOR 48" (16' X 8'; HEIGHT) 48" (10' X 8'; 33" ( 18' X 7) 39" ( 16' X 8') 39" ( 9' X 8') 21 ` 18' X 7' 24" ( 18' X 8' 24" ( 16' X 8') F15- 24" (10' X 8') 115- X 8') 9' X 8' 3 BRACKETS 16' X 8' 7. 4 BRACKETS) 10' X 8' (4 BRACKETS; 18' X 7' 7 BRACKETS) 78' X 8' BRACKETS) 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL 3/ 4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 2 ROLLER WITH 7/16 DIA. LONG STEM. TOP AND BOTTOM 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.H. 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'XB'. TIRE: STEEL iv w%L" 9' X 8': 1O'X 8' 20GA. END CAP, NO RVErS. 9'XB' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16" DIA. SHORT STEM. 18' X 7' & 18' X B': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL i RAIL ENDHINGEATTACHEDWITH 4, 5, OR 6 SCREWS. SEE DETAIL C. e 16' XB' & 18'X8' POP TOP AND 19- 1/2", 21 BOTTOM OF ENDCAP OR 24" HIGH TO END' STILE PANEL GALV. AND PRE- 2^ GALVANIZED STEEL STRUT. PAINTED STEEL ATTACHED WITH 1/4" X 3/4" 26 GA. ALL LONG HEX HEAD SELF MODELS EXCEPT DRILLING SCREWS. 24 GA. MODEL 2 PER VERTICAL STILE) 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'X7' 18' X8'). SECTION B-B 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS -{ I - 1.25" TO PANELS. 1 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. P. S.F. TABLE 3" DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0" 8'-0" 25.5 29.1 t38.2 43.7 10' 0" 8'-0" 33.0 36.9 49.6 55.3 16,- 0" 8'-0" 24.3 27.3 t36.6 41.1 18'- 0" 8'-0" 27.3 30.7 41.0 46.0 18'- 0" 7'-0" 27.3 30.7 41.0 46.0 DETAIL C GAGE 6 STRUTS - STILES3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL - OPTIONAL SSB GLASS 2) REQ'D!R VENTS B 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL.--_ CENTER STILES & HINGES ( 1 COLUM DETAIL A 3" 18GA WIDE STRUT WILLIAM T. LIRDEMANN Vr. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES USTED 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", 30' ROOF HEIGHT, ROOF PITCH > 10•, 2' OF DOOR IN END ZONE. 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, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH 16 GREATER' THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. SEE DETAIL C 4" X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATE CONSTRUCTION USING ( 2) STRUTS. /" MILM ! M2 ppl- 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 UGHTS--% 16' ( DOUBLE CAR) OPTIONAL SSB GLASS 3" 18GA WIDE SEE DETAIL A) 4" X 16" AIR VENTS 1 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. Consulting Structural Enguteer'' 1140 Anderson Stree% Clermont, FL 34711 352) 242-0100 NOTE: GLAZING DOES NOT SATISFY IMPACT IDEBRISREQUIREMENTSINFBCG 2422 3/5/02 F 2413 1/25/02 E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 (9-8-95) 1366 ( 11-01-94 REV. E.C.N. DATE KDD CENTER STILES & HINGES ( 1 COLLIN B CENTER STILE (7) COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS.7 • P. O. BOX 13858 T WffJDS®R j)®®R MAUMELLE, AR. 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS 101993- 8, 9 PART NAME: WINDLOAD FOR SBC RESIDENTIAL STEEL DOOR 100 @150% MPH, FBC 120 MPH EXPOSURE "B" NEXT LEVEL PLOT SCALE 1= 1 DATE: 9/ 14/94 DRN. BY GDR DWG. NO. 99- B-033 SCALENONE SHEET 2 OF 3 OPENING HEIGHT NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16- X 1-1/2' LAG SCREWS. 2' GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE16GA. (16'X8') 13GA 18'xa' HEX HEADX SELF DRILLING SCREW DETAIL D 1 72' (18' X B' 72' (16' X 8' 72' (10' X B') 63' (18' X 8') 63" 9X W) 48- ( 18- X 48- ( 16' X 48- ( 10' X 39- ( 18' X 8') 39- ( 9- X 8') 24' 18' X 8' 7' 24' 16' X B'3 I " 24- (10' X 8') 15 18' X 8') 3/ 4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735 19- 1/2-t 21 OR 24- HIGH PANEL GALV. 13 GAGE GALV. STEEL TOP USE FOUR BRACKET WITH 10 GAGE ROLLER FASTENERS RAILS HOLDER. NOTE THAT ROLLER ON 9'X8'. HOLDER IS TURNED DOWN. NOTE: J 16' X 8' USES TOP BRACKET ON SHEET 2. 0 10 siRU1S 3' 18GA WIDE SEE . DETAIL A) B USE TWO EXTRA 16' X 8' & 10' X 8' DOOR SELF DRILLING LOCK oPT10NAL 2- ROLLER WITH 7/16- SCREWS THROUGH 00 DIA. LONG STEM. TOP AND BOTTOM USE ONE EXTRA SEE DETAIL C TIRE: STEEL 10 BALL LEAF OF HINGE SELF DRILLING 18' X 8' DOOR AND END STILE, ROLLER ON 16'X8 AND L.H. SCREW THROUGH WITHHURRICANEWITH7/16' DIA 18 X8'. TOP LEAF OF LONG STEM. HINGE ON 10'X8'. TIRE: STEEL 10 BALL 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9' X8' 2' ROLLER 16' X 8': 16GA. END CAP & RUM. 7/ 16" DW SHORT STEM. T18' X 8': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS: SEE DETAIL C. t 20 GAGE END STILES O` 6 s1RUTS-/ 3. 18GA WIDE SEE DETAIL A) LOCK OPTIONAL D ETAI L C SEE DETAIL C- 16' X8' & 18'X8' 4'X 16' AIR VENTS POP RIVET TOP AND 4) REO'D. BOTTOM OF ENDCAP 120 SO. IN. MIN. TO END STILE TOTAL OPEN AREA) OPTIONAL AND PRE- 2- GALVANIZED STEEL STRUT. 5.1 9' X 8' (3 BRACKETS) 16' X 8' (4 BRACKETS) PAINTED STEEL ATTACHED WITH 1/4- X 3/4- 10X84BRACKETS) 18' X 8' 7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF MODELSEXCEPTDRILLINGSCREWS. 20GAGEENDSTILES - FASTENED 24 GA. MODEL WITHTOG-L-LOCS TO PANEL 750 (2 PER VERTICAL STILE) USE END CAP OVER END STILES. © 1-3/8' POLYSTYRENE SEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2- FASTENERS (16'X8'). 4 FASTENERS 18 XB ). . 2 FASTENERS f9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RVETS -1 r-- 1.25' TOPANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OUANTTTY ANDSPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAGSCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0, 8'-0" 25.5 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" 8'-0" 27.3 30.7 41.0 46.0 OPTIONAL SSB GLASS 16' AIR VENTS REO' D. S0. IN. MIN. L OPEN AREA) CENTER HINGESALTFRNA SCONSTRUCTION USING (21 TRUTS. i. 6' CAR) OPTIONAL OPTIONAL SSB GLASS 4' X 16' AIR VENTS 1B' (DOUBLE CAR) 4) REO-D. 120 SO. IN. MIN, TOTAL OPEN AREA) OPTIOW- OPTIONAL ssB GLASS LIGHTSn 16' ( DOUBLE CAR) OPTIONAL SSB GLASS SEE DETAIL A) B 4' X 16' AIR VENTS 2) REO'D. 60 SO. IN. MIN. TOTAL OPEN AREA) CENTER STILES & HINGES ( 1 COLUN ENTER STILE COLUMNS ENTER HINGES 5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS.7 , CAR OPTIONAL LOCK 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. 1 Q G 2422 1 3/5/02 KDD DETAIL A I I I v F 2413 1/25/02 3. 18GA WIDE STRUT WILLIAM T. isu_19 lv !„) : 3- DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Structural E g ABf LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Andmon Streit PITCH > 10, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', © Clermont, FL 34711:. `:,_ `•., 30' ROOF HEIGHT, ROOF PIFqH > 19, 2' OF DOOR IN END ZONE. 352) 242 fllflfl AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHERLOCATIONS. j DOORSSMALLERTHANTHOSESHOWNWILLWITHSTANDTHEINCREASEDSBCPRESSURELOADS, NOTE: GLAZING DOES NOT SATISFY IMPACT GIVENTHESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © INCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. DEBRIS REQUIREMENTS IN FBC E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 9-8-95) 1366 1 1-01-94 REV. F C N I DATE B' P. O. BOX 13858 MAUMELLE; AR. 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: G 101993- e, 9 WINDLOAD RESIDENTIAL STEEL DOOR O FOR SBC 100 @150%_ MPH, FBC lA611") I NtXT LEVEL DATE: DWG. NO. 9/14 99- B-033 PROV. NONE PLOT ;GALE DR GDR SHEET 3 OF 3 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION # INDEX. MASTER FILE NUMBER 1 DRAWING /REPORT # SERIES 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 INSTALLATION DETAIL WM SCREWS HORZ. SLIDING FIN WINDOW FLEX0028IFLEX0029 1000 3 INDEX :.MASTER 4 INDEX' = 6 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING, FIN WINDOW XOX CONFIGURATION FILE NUMBER 2 INSTALLATION DETAIL WIrAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBERS (; 1INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0020 IFLEX0016 1000 11000 11000,1600 & 2000 6 INDEX .'MASTER 7 INSTALLATION DETAIL WI#8 SCREWS FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . I 1000,1500 & 2000 1000 8.2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER WH 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 IFLEX0021 1000,1760 & 2000 1600,1000 & 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 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 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 1VMFIN 11000 11600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFLG 1000 / 1600 22 ' INDEX" 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1VMHMFLG 1100011500 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 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 ITLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 1000 30 1 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG 12000 Page i of 1 milemaster As n woALTTY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 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-21072089-1 180" 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 DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (T YP.) _ SEE NOTES) WINDOVHEIGHT PERIMETER CAULK BY OTHERS d \ CAULK BETVEEN VINDOV FLANGE L PRECAST 'SILL W/VULKEM HS ADHESIVE CAULK OR APROVED EOL. ONE By WOOD CONCRETE OR BUCK BY OTHERS MA$O'1R7 OPENING CAULK BETWEEN WOOD BT OTHER$ BUCK L MwS'Y. OPENING BUCK WIDTH I v. MIK BY OTHERS j crI&EDMCNT SHIM AS M;. DINSTALLATIONANCHORFLANGETYPE I/4, MAXX. 3/16' DIA. TAPCON WINDOW FRAME (Sr- NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN (SEE NOTE 9) p I 1-114' MIN. t) GLASS (TYP.) Q EMBEDMENT (SEE NOTES) O E CAULK BETWEENllWINDOWFLANGE L WOOD BUCK SHIM AS REO'D. PERIMETER 1/4' MAX. CAULK SEE NOTES) BY OTHERS WINDOW WIDTH FLANGE TYPE WINDOW FRAME STUCCO BY OTHERS CAULK BETWEEN l HEADER WOOD BUCK L I SECTION B-B MAST. OPENING BY OTHERS BUCKHEIGHT WINDOW HGT. I K- FLANGE TYPE WINDOW FRAME SILL a WINDOW WTH. ELF VATION VIEWED FROM EXTERIOR Q I SILL STOOL Q BY OTHERS O •' PRECAST SILL HY OTHERS- S EC TION A —A clvl A F 2 1402 V f -1 _ PREPARED 9Y: PRODUCT L APPLICATION EILI.NEERING. INC.. TAPCON LOCATION CHART CALL TIP TO LOCAI.oNS I` HEAD LOCATIONS IN JAMB UP TO Tor UP TO Ipsr I TOSIZETIP50PSr o r CAD 5OP3r j P F 022 74 IT26 C.0 I,J I,1 023 7a X 3B 3/6 C.D B :.D.E I,J.K,L I;J.K.L I024 - 74 X 5Q S/! C.G C,O.E I,J.K.I G,HJ.J.I( 32 106 1/4 % o 033Iis1/4 x 38 1/6 I B.C.C:E I =.,O,E I I,J.K.L I i,J.K.L 10114X5 ` _ B.C.C' ° I `.=.C.O =,r I,J.K.L C.H.I.J.K.L T22 I % o l.W a I,J LJ T23 1".X 38 3/8 B.C.C.- II.s.^..D.E.F II.J,K,L LJ,K.L IT411't X SOS 8 B.C.D.: A.=,C.D.? F I.l,K.L 1,J 11 M2 X 26 t,.L.U.- I, ,K,L I,J.K.L M3 120 X 31 1/8 B.C.C.- ; I. A = ,D .F LJ.K.L I 1,J K.L MA120X56ke.C.D.E.- A.B.C.D.E.E G.N.I,JK.L I.J.K L 6020 72 X 24 L.0 I,JI,J 6030 72 X 36 I C.0 C.D.- LJ I LJ,K.L 6040 7 X 4 C. C.O.E 1J.K.L LJ.K.L 0 64 X 24 I.J 70} 0 8+ X 36 I B.C.C.E I=.C.O.E I.J,K,L I I,J.K,L 7040 a X to B.C.C.- D.: I.J.K.L I,lK.I 020 96 X 24 L.L=.-_ A LJ,n,L 8030 96 X 36 B.C.C.- C.. O.E I,J.K,I. I.J.K.L 4 96 AA B.C.D.- A.B.C.DE.F I.J,K; G H I J.K 9020 f08 X 24 W L, ._ I,J I.J,K,L 9030 108 X 36 B.C.O,- I 3.C,D.E 1.J.K,L I,J.K.I A• le 6 C,C.,- A.5,C.O.E,F I J K L I K I 10020 120 % 24 L I.J. I,J,K.L 10030 I 120 X 36 B.C.C.- I A,B.C,O,-.' I,J.KL I,J,K,L 10040 120 X 48 B.0 C.E. A, .C,D.-.F LJ,K,L I,J.K,L NOTES, 1) SHIM AS REQ'0. AT EACH INSTA:AIION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAM- MATERIA.: ALUV!NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCMOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EmGEDMENT'OF 1-1/4-INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRr_IC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHE) TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUA.. H5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF V1NDOW FLANGE. 6) IF. EXACT WINDOW SIZE' IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY. USTEO WITH NEXT LARGER SIZE..FOR THE APPROPRIATE DESIGN PRESSURE REM B _ 7) GLASS THICKNESS MAY vARY PER THE REOUIREMEN-S OF AST. E1300 GLASS CHARTS. 8) LETTER CESIG^IATIONS ON THE TAPCON LOCATION C: AR! IMOICATE WHERE TAPCON ANCHORS ARE TO SE INSTAL=ED WHEN USING THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w!'d 12 SPEWS OF SUFFICIE%' LTM. TO PROVIDE MIN.- S/B IN. E.BEOM-NT INT WOOD BUCK. 10) APPLICATION Or VULK-`/ 11E A:HESIV- CAULK AT :RAME SILL MUST COMPLY WITH SEALAN MANU--ACTUP.-?'S RECOL(MENOATIONS. 11) WHERE WINDOW IS INS'ALLED 1% MASCNRY OPENING WITH A STRUCTUAL TWO BYBUCK. USE j'0 SC=EWS OF SUFFICIENT :-NGTH TO ACHIEVE 1-3/ E_ MIN. EMSEDUVJ AT A_L IN-7ALLATION FA- ENER LOCATIONS. PKVT.. S-': TE 250. MEA'=JW, r_?;DA j_746 SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN t SHEATHING INSTALLATION ANCHOR rB SCREW STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) •2 SEE NOTE 7) 1' MIN. TWO BY WOOD BEDMENTr— /_ BY OTHERS 1/4' MAX. SHIM SPACE SHIM AS REO•D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER WINDOW MOTH 24- D.C. IIMAX. TYP.) ( F . II r WINDOW HEIGHT WINDOWHEIGHT WINDOW WIDTH TWO BY WOOD. By OTHERS SHIM AS SEE NOTES) w 1/4' MAx. SHIM $PACECAULK BETWEEN FWINDOW FIN t SHEATHING 1- MIN. EMBEDMENt I GLAZING (TYPJ J SEE NOTE 7) PERIMETER EQUALLY CAULK BY GTHERS SHEATHING SPACE BY OTHERS ANCHORS FIN TYPE WINDOW STUCCO GRTYP) FRAME JAMS SIDING BY INy( TYP) B OTHERS ANCHOR 43 SCREW SECTION B-B 24' D.C. 6 MAX. FIN TYPE MAX. (TYPJ i(TYP.) WINDOW FRAME SILL 6- MAX. (TYP.) ELEVATION VIEWED FROM xT RIOR MARBLE SILL STOOL BY -, AOTHERSr7:.'::. • .::3s1a . .a '. N91S. PERIMETER , Tp ('+. }+• S 1) SHIM AS REO'D. ADJACENT TO. EACH INSTAL-LATION A..CHCP. MAX. ALLOWA2LE SHIM STACK TOCAULK BY OTHERS dJS•'L LJfi'~M1•-• `ji BE 1/4. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 6 R1DA E UDgie 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO A_HIEVE MIN. EMBEDMENT OF 1- INTO WOOD FRAME MEMBER. j Gv' T 7 Z 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW F;N AT HEAD. SILL & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR P£R.:IETER SEAL APOUNO EXTERIOR OF WINDOW FRAME. l/4' SHIM INSTALLATION 6 CLASS THICKNESS MAY VARY PER THE RECUIREMENTS OF AS7u E1300 GLASS CHARTS.. ANCHOR I19 SCREW SPACE MAX. 7).iNSTALi INSTALLATION FASTENERS A7 6- AAFX. FROM COF..NERS AND MA%. 24. O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WTH ANCHOR SPACING AS STAT_D, IS 70.0 PS, FOR STUCCO OR ALL AVAILABLE SIZES UP TO 73' X 71- wAu. SIDING By IOTHERS SHIM AS REO'D. ' SEE NOTES) CAULK BETWEEN I , WINDOW FIN _..! I -MIN. REV DESCRIPTION DATE INI t'SHEATHING SHEATHING EMBEDMENT TWO BY WOOD FLORINTERNATIONAL, BY OTHERS BY OTHERS IDA EXTRUDERS SANF°RD, FLO TITLE:INSTALLAT70N DETAIL W/=8 SCREWS SECTION A —A I uFT07 cI TT1T.Ir I-TI, .rr.Inn1I f`rO T rC' I DRAWN BY: BB APPROVED BY: DATE:12/ 17/01 :GALE: N. T. S. DWc:: FLEX0028 PREPARED B- T. PRODUCTt APPLICATION ENGINEERING. INC.: 250 INTERNAtlDNAL PKWY.. SUITE 250. MEA-JMV. FLCP'DA 32746 PHONE 4;7 BOS-0365 FAX 407 305-0366 S SHEATHING r CAULK BETWEEN BY OTHERS WINDOW FIN t SHEATHING INSTALLATION ANCHOR 88 SCREW STUCCO OR SIDING BY OTHERS I PERIMETER CAULK., By OTHERS GLAZING (TrP.) SEE NOTE 7) WINDOV HEIGHT PERIMETER CAULK • BY OTHERS TWO BY WOOD 1' MIN, f BY OTHERS 1/4' MAX. SHIM SPACE SHIM AS REO'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW HEIGHT FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS 1/4' MAX. SHIM SPACE INSTALLATION. i I ANCHOR *B SCREW 1 I SHIM AS REO'D, STUCCO OR (SEE NOTES) SIDING BY OTHERS CAULK BETVEEN WINDOW FIN ,jHEATHING 1'MIN. t SHEATHING - BY A.MIG EMBEDMENT TVO 8r VpO OTHERSBY OTHERS SECTION A -A WINDOW WIDTH FF. I II (TYP.) I A I B N1) S• 1) SHIM AS REOD. ADJACENT TO EACH INSTALLATION ANCHOR. F{ 6' MAX. MAX. ALLOWABLE SMIM STACK 10 BE 1/ . 24' O.C. - I (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MAX. (TYP.) Iltr— - l) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO WINDOW WIDTH TWO BY WOOD — BY OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (TYP:) - SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB 1/4- MAX. CAULK BETWEEN SHIM SPACE WINDOW FIN t SHEATHING 1' MIN. EMBEDMENT f T EOSPACE ANCHORS TYP.) L SHEATHING BY OTHERS PERIMETER CAULK By OTHERS INSTALLATION STUCCO OR ANCHOR *3 SCREW SIDING BY OTHERS SECTION B-B 6' MAx.(TYP.) ACIiIEVE MIN. EMBEDMENT OF T' INTO WOOD FRAME "EMBER. USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD, SILL & JAMBS. LEVATION :) USE SUCONIZED ACRYLIC CAULK FOR FcfiuETER SEAL AROUND VIEWED FROM XT RIOR EXTERIOR OF WINDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASiM E1300 GLASS CHARTS. 7) INSTALL INSTALLATION FATENERS AT 6_ MAX. FROM CORNERS AND MAX. 24- G.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS WITH ANCHOR SPACING AS STATED. IS 70.0 PSF 17.:: a17'l;+r+-L11L:>;•...': TT1r.L1..E FOR ALL AVAILA=LE SIZES UP TO 119 x 49 518 MAX . REV DESCRIPTION DATE INi FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA TITLE: INS ALLATIBN'DETAIL '/ #8 SCREWS HOR2. SLIDING FIN WINDOW XOX CONFIGURATION— SERIEi 1000 DP. AWNBY: BB APPROVED BY: j-1. 1 ' Lv{ DATE. 12/ 17/01 SCALE: N. T. S. DWG.: FLEx0029 PREPARED Dr, PRODUCT a APP 1CATIDN ENWNCERIw_ INC.. 250 INTERNATIONAL PKVT_ SITE 250. ME4TH4OW. T CRIDA3214i PHONE AO' 805-0365 FAX 407 BCS-0366 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD SUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD STUCCO BY OTHERS PERIMETER CAULK W.H. BY OTHERS WINDOWHEIGHT) GLASS (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK l MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS,,"' DIA. TAPCON c 1-1/4• MIN. EMBEDMENT G I,DB1jI1, I1III, 1'-,,II 1/4' SHIM SPACE Md%. SHIM AS REO'D. I. SEE NOTES) B FLANGE TYPE MEWINDOWFRAME HEADER RIGID VINYL GLAZING READ TYP.) FLANGE TYPE WINDOW FRAME SILL CAULK BETWEEN a_ / d WINDOW FLANGE 8 PRECAST SILL V/VULKCM 116 PRECAST SILL SECTION A -AADHESIVECAULKBYOTHERS OR APROVED EOL. AW. W. A B C D 7 E W. H. I i NATION ROM EXTERIOR ONE BY WOOD - BUCK BY OTHERS B. W. BUCK WIDTH) 1/ 4• SHIM _ FLANGE TYPE SPAC_ MAX. WINDOW FRAME SH'M AS REO'D. JAMB (SEE NOTES) INSTALLATION ANCHOR. 3/ 16' DIA. TAPCON RIGID VINYL GLAZING 9EAD GLASS ( TYP.) SEE NOTES) 1-11 CONCRETE OR MASONRY OPENING BY OTHERS CI 1MCDIY4• nCniMIN Ic CJ B. H. CAULK BETWE! LICK WINDOW FLANIGMT) 8 HOODBUvPERIMETERiCAULK STUCCO BYOTHERSBY OTHERS W.W. WINDOv WIDTH) CAULK BETWEEN - p pq WOOD BUCK e SECTION B MAS- Y. OPENING NOTES: BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANNCHOR. MAX. A_LOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1- 1/4-INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD & JAMSS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 13 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENDATIONS. 11) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOR IS REO'O. IN EACH JAMe ON THE FOLLOWING SIZES: -025' (73 X 62). -D26- 73 X 71). - 56M60M- (65 X 71). &-5OM60M- (71.X71). PLACE_ ANCHOR BETWEEN ANCHORS ' C AND I' AND BETWEEN ANCHORS H AND J• OVEP 55 PS, ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL F TWO BY WOOD SUCK. USE I 1 0 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/ 8- MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE F11 ADD A i10 SCREW I ANCMOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. A.4:.r. J MANUFAC MER NAMEs PPFPA.'r^ Pf. PP.'IOv'T A APPIICATINN is CALL TIP TO vI IWINZI uN MtAIJ w_AIn v w JAMB SIZE TIP Ps, TO OPSF TO SOPS—. TO J 7 TO J PSi I TO OPSFTOSPKF F 71- sr 1 F 7 IH2 2E 1/ 2 X 26 C C C O.H O.M C.M IH3 26 I/ 2 X 38 3/e C c C G,H G.M G.M 1N4 26 1/ 2 X 50 3/e C C C G.H G.H G.nJ.J IH45 26 1/ 2 X 56 1/4 C C C G.H G.H G.H.I.J 1M5 26. t/ 2 X 63 C C C G.H G.M., i G.,J.J 1H6 26 1/ 1 X 72 C C I C G.H G.M.LJ C H.LJ 22 6 U. H 23 37 X 38 J/e C C C C. G.M G.H 24 37 x 50 3/d C C C G.- GHJ.J G-J.J 245 37 x 56 V4 - C C C G.H IS H.I.J G.,..J 25 37 % 63 C C C G.H GH,I,J C., I. 26 37 x 72 C C C G.M.I,J G H,I,J E.F.G.HJ.J 33 53J 1/ 8 X38 3/8 C B.0 B.0 IS G.H G.M.1.J Sa 53 1/ 3 X 50 3/d C B IS G.HLJ GH,LJ 3+5 53 1/5 x 56 1/4 C B,C 3.0 G.M,I,J IS. E.:.:."., 35 53 1/ 3 X 63 C - B.0 0 G H,1,J G.M.I.J E.F,G.M I.J 363 1/ 8 X 77 C e.0 e.0 G.H,LJ E.F,O,H.t.J E.F.G.HI.J 2 E o. 023 74 x 38 3/e B.0 IS C A.9.C.0 G.H G.NJ.J 024 74 X 50 3/3 S.0 8.0 C.D C.H:I,J G.HJ.J E,F,GH.I.J 0245 74 X 56 1/4 B.0 S.0 A,B.C.D G.M,I,J E.f,G'. i E,F,O.ILI,J 025 74 X 63 e.0 B.0 A,=.C.0 0.H,1.J E.F,0. 1 EFG.+J,J• 26 74 X 72 8.c e.0 A,= C,D C.M I,J E.F,G.. u E F G,HIJ- 20N20M24 % 4 I H 20M30M 24 X 36 C C C G.H G.H G.H 20MAOM 24 X 48- C C C G.H G.H G.H 20M46M 24 X 54 C C C I G.HGH G.HJ.J I 20M50M 24X60CCCGHC,H G,M,I,J u' M4 x 7 C C C C.H. C.HJ.J G:11J 3OU20M 36 X 24 H G. G.-1 30N30M 36 X 36 C C C G.H G.H C.H SONaOM 36 X 48 C C C G.n GH,t,J 6 H.I.J 30M46N 36X St C C C G.H C,H,I,J CH.LJ 30MSOM 36 X 60 C C C G.H G.H J,J. G.H,I,J 30M60M 36X 72 C C C C,H,I.J G.HJ.J EF.G.HJ.J 4 M M H.N 4CM30u 48 X 36 C C B.0 C.H IS G.H,LJ 40M40M 49 X 49 C C e.0 IS C.MJ.J G,MJ,J 4OM46M 48X 54 C C I 3.0 IS G,H.I,J G.H.I.J 40U50M 48 X 60 C C B.0 C.H,I,J G.HJ.J E.F.G.H,LJ 40M60M 48 X 72 C C e.0 G.hI,I,J E.FG.H I,J FN I J 4 NM 4 a.L N M G.H 46M30M 54 X 36 C S.0 S.0 G;H G.H IS.H.I.J 46M40M 54 X 48 C B.0 B.0 G.H G,HJ.J M i 46M46M 54 X 54 C e.0 B.0 C•HJ•' G.HI.J E F,C.M.0 46M50M 54 X 60 C B.C. B,C G.H.I.J G,HJ.J EFG.N.LJ 46M6 M 54 ' X 72 C B C 0 G H I J F H I F 5OM20M 4 B, C G.H G,H G.H 5OU30M 60 X 36 C B.0 S.0 G.H C,H G.H.I.J 5OM40M 60 X 48 C B.0 e.0 G.H G.HJ.J G.M.LJ SOM46M6C X 54 C B.0 B.0 G.H.I.J G.H.I,J EF.G,H.LJ 50MSOM 60 X 60 C 8.0 E.0 G.H.I.J G.MJ.J E.F.G.M.LJ 50.60. 60 x 72 C S.0 =.0 G.H.I.J . E.F,G.HJ.J E.F.GHJ.J MM OP L ,l. . .N .M 56X(30M 66 x 36 e C B.0A.R.C.: G.H G.H G.H.I.J 56M40M 66 X 48 6 : e.0 A=.C,O G.H G.H.I.J GH u 56M46M 66 x 54 E.0 B.0 A;,C.: G.H.I.J G.H,I,J E.F•GHJ.J 55MSOM 66. X 60 E.0 8 c A,B.C.D G.H I,J E.F,G,HJ.J E.F,G...0 5emsom 66 X 72 6.1 A.E.C.: G.H.I.J E.F.CHJ.J EF.G.HJ.J• 6CM_OM [ o,_ H G.n ,M 60M30M 72 X 36 B c e.0AIL- G.H G.M GHJ.J 6OU40M 72 X 4S =.0 B _ A.B.C. G H G,MJ.J G.4.0 60M46M 72X 54 E.0 S.0 A,=,C.0 G.H,I,J G,HJ,J E.F,G.H.I,J 6OM5.3M 72 x6C E.0 B.0 A.=.C.O G,H.I.J E.F,G.MJ,J E.F.; HJ.J 6 M60M 72 X 72 = C B.0 A.B.C.. C.H.I.J I .. E.F.0 H.I.JE F G.H.IJ• m(ADDTTIDNAL ANC -HORS REO'D. SZEMOTE 11 NTERNATIONAL, INC FLORIDA EXTRUDERS ANFO D, FLORIDA TITLE: INSTALLATIONDETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW — SEPIES 1000 DRAWN BY; BB APPROVED BY: uu DATE: 10/23/ 011 cALE:NITS DIVG FLEX0020 INC.. 250 INTERNA%:NAL PKVY...:Ji TC 250. NEAT-:D. iLOR:DA 32746 P.40NE .;7 605-036, r— 40' 805-035'- y i ONE BY WOOD BUCK BT OTHERS CAULK BETWEENWINDOWFLANGE - L WOOD BUCK STUCCO _/ BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD TYP.) B.V 1-1/4' MIN BUCK WIDTH) EMBEDMENT INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON 7 > BUCK BY OTHERS STUco BY THERS SHIM AS RED'D. RIGID Vtnrl cC/4' MAX. SEE NOTES) 4 GLAZING BEADTYP.) I GLASS TYP.)(SEE NOTES) 1 it 1U11 Att O FLANGE TYPE WINDOW FRAME , JAMB CAULK BETWEEN vWINDOWFLANGEPERIMETERLWOODBUCKCAULK BY C HERS V.V. tE1GHT7 ( WINDOW WIDTH) I B.M. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW MAS'Y. OPENING FLANGE L PRECAST SILL BY OTHERS W., VULKEM 116 ADHESIVE CAULK. OR APRV•D. COL. SECTION B-B FLANGE TYPE CONCRETE OR vPERIMETERWINDOWFRAMEMASONRYOPENING CAULK SILL BY OTHERS BY OTHERS a r W.W.. I^ f PRECAST SILL - a Q 9 ~ BY OTHE BRSA A C • NOTESSECTION A -A •q 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. D E 2) WINDOW FRAME MATERIAL ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. Y r T4) USE EMBEDMENT ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD O p JAMBS. SILL MUST BE ATTACHED TO THE $UBSTW E WITH J B K _ , VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. F 0 ,•.\q' EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE / !! •/ APPROPRIATE DESIGN PRESSURE REO'D. gz q,, 7) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM I Q ^+ v E1300CLASSCHARTS. ^+v 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE C ERE TAPCON ANCHORS ARE TO BE INSTALLED WH-N USING THE ' CAULK BETWEEN CONCRETE OR WOOD BUCK L MASONRY OPENING NAl-Y. OPENING BY - OTHERS BY OTHERS 1- I/4' MIN. EMBEDMENTI INSTALLATION ANCHOR 3/ I6' DIA. TAPCON SHIN AS REO'D.. 1/ 4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS h - ( T YP.) (SEE NOTES) TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE' 30Ps TO 4OPS1 41Asr TO 7OPSF 30PsF TO 40PSF aiw 70 7CESr 12 16 1/3 X 25 B B F,G F,G 13 18 1/5 x. 37 3/8 B B F,G F,G 14 18 1/5 x.49 5/8 8 8 F,G F.0 145 16 1/8 x 55 1/4 B B F,G F.G 15 16 1/1 X i2 8 B F,G - F,G 16 16 1/8 x 71 B B F,G F,G,nJ 17 1' 1/8 X 3 R F.G F,GJ.K IH2 25 1/2 X 25 e e 1M3 25 1/2 X 37 3/8 B 8 F,G F,G IM4 25 1/2 x .9 S/8 B B F,0 F,C.HJ IM45 25 t/2 x SS t/4 g g f,0 F,G,MJ IHS 2s 1/2 X 62 B B F. F.G.H,, IH6 25 1/2 X 71 g 9 F,IS F,C,HJ 1H7 25 1/2 z $3. B B F.G.J.K F,GJ.4 50 1/2 . 26 29 1/2 X 25 1•. 10 1/2 + 38 3/8 29 1/2 x 37 3/8 B B F,C F.G 30 1/7 . 50 5/8 29 1/2 x 49 5/8 8 B f,G F.G.HJ 30 1/2 56 1/4 29 1/2 X 55 1/4 B B F.G F,C,H.J 30 1/2 . 63 29 1/2 X 62 B 6 F.G F,G.HJ 30 1/2 . 72 29 1/2 x 71. 8 8 F,G,M,I F,G.M.I 30' 1 2 6. 29 1/2 X 63 B 8 F,G.J.K F.G.J.K 23 36 X 25 36 X 37 a/9 B B V F.G - F.6 24 38 X 49 5/' B 8 F.G F,G,HJ 245 36 X 55 1/4 B 8 F,C F,G.MJ 25 36 X 62 B B F,G,N,1 F.C.H. Y6 36 x 71 B 6 F,G,M,1 D,E.F.C.mj 7 36 x 83 B B F.G,J.K 4 x 41 X 25 B B F,G F.G.r.J42 . 38 3/8 al z 37 3/8 B 8 F,G F,G.MJ 42 . 50 5/e al'x .9 S/e X 5S 1/4 B B F,G,M,I F,G,HJ 42 . 56 1/4 42 x 61 41 41x 62 B B F,C,M,1 O,E.F,GJ4 42 . 72 411 X 71 B 6 F.G,H.1 O.E.F.G Hj4 • 84 41 X 83 B F,G.J.K J,K 48 26 47 X 25 B A.0 48 38 3/11 47 x 37 3/8 B A.0 F.G F,G.HJ 8 . w 5/3 47 z .9 5/6 - e A.0 F.G F.C. 48 . 56 1/4 47 X SS 1/4 B A.0 F,G,NI F.C. D,E.F.G."i 48 • 63 48 . 72 47 X 62 47 x 71, B BA.0 A. 0 F, C.H,1 F, G.MJ O•E.F.C.HJA , 4 47 x 63 F E « X 32 52 I/5 x 25 B A.0 F.0 F,C 33 52 1/e X 37 3/9 B AC F,C F.G.M! 34 52 1/8 x 49 5/8 8 A.0 F,G,M,I IT G.MJ 345 52 1/8 x 55 1/4 a A.0 F.G.M.1 D.E.F,GN.I 35 S2 1/e x 62 B A,C F.C.H,1 D.E.F.G.MJ 3b 52 1/8 X 71 B A.0 F.C,H J D.E.F,G.N,1 37 52 1/a X 83 B A C F,G.J.K O.E.F,G.JK.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. EXTERIOR ELEVATION As A KEY. 1 INTERNATIONAL, INC 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON _ FLORIDA EXTRUDERS SANFORD FLORIDA ANCHORSHOULDBE -FILLED WITH /8 SCREWS OF SUFFICIENT LTH: TO PROVIDE MIN. 5/8' IN. EMBEDMENT INTO WOOD BUCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIESSINGLERUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A s` EeGBWOOD SUCK. 0SE 110 SCREWS LENGTHTO ACHIEVE MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOuS — SERIES 1000 1500 S 2000 DRAWN BY: B B APPROVED BY: DATE: 1 0/09/ 01 SCALE: NTS DWG.: FLEX0016 PREPARED B": PRODUCT ! APPLICATX) N EkLNiER1NG. 94C., 250 WTERMA1KXaK PKY,. SUITE 250. MEA2HROW, fLOR10A 327.E PHOME ,07 805-0365 FAx 407 5:S-0366 CAULK BETWEEN SHEATHING WINDOW FIN L Hr OTHERS SHEATHING INSTALLATION ANCHOR I18 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK By OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 08 WOOD SCREW StuC[O _ BY OTHERS CAULK,BETVEEN WINDOW FIN -'SHEATHING L SHEATHINGBy OTHERS SECTION A -A I' MIN, EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) 1 J I MAX. SHIM SPACE J FIN TYPE WINDOW FRAME HEADER GLAZING ( TYP.) SEE NOTES) FIN TYPE VINDOW FRAME SIIMARBLE SILL STOOL BY OTHERS WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM AS REO'D. TWO BY WOOD SEE NOTES) STUD BY OTHERS aNTPJ,' LAyLA. IQ $, lyCTVK aMNAME, , I' MIN. En-3E- DM:NT FT7 1 GLAZING (TYP.) L-s • Pi (SEE NOTES) i'• . SHEATHING BY OTHERS CAULK BETWEEN WIN eeW I- WIDTHIq f 24' D. C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHORS ( TYP.) HEIGHT q F.- 6J T TPJ6' MAX. ( TYP.) ELEVATION vIEwED FROM EXTERIOR TWO BY WOOD BY OTHERS jj 1.• • EDM NV La EMBEDMENT - FINTYPE WINDOW FIN WINDOW FRAMELSHEATHINGJAMBPERIMEER INSTALLATION ANCHOR CAULK IIB WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B- B NOTES .. 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/1 .- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY -6063: 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. £MBEDMENT.OF 1-INTO WOOD BUCK. 4) USE SIUCONIZEO ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL k JAM?S.' S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED IN ANCiHOR. CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. T) GLASS THICKNESS MAY VARY PER.tME REQUIREMENTS OF ASTM E13O0 GLASS CHARTS... 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A?PLIES TO THE FLORIDA ETRDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. I I JDATE: I El 13/01 ISCALE: N.T. S IDWG..FLEX0026 SHT 1 OF 21 n e, PR0.1fT lAPPI If A11^.Nrw..INFERINO. INC. 250 INTERIAT10A, I.vr. Su11F 2S0 rIMI A 32746 PH^NE 407 1105-0165 FAX 407 SCS-0166 7 CONCRETE ORMASONRYOPENING 8Y OTHERS ONE BY WOOD BUCK By OTHERS CAULK BETWEEN WINDOW FLANGE i WGCD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) Wx VINDOVEiGHT) PERIMETER CAULK BY OTHERS a n INSTALLATION ANCHOR3/16' DIA. TAPCON CAULK BETWEEN Wcen BUCK i MAS•Y. OPENING GLASS (TYPBYOTHERS J _ MIN. (SEE NGTES) 4 EMBEDMENT NS. c SHIM AS REO'D. Ze" 1/P MAX. Sj SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL A — GLAZING BEAR S.H. / 1BUCK / HEIGHT) RIDGED VINYL - W.H. GLAZING BEAD I .. FLANGE TYPE WINDOW FRAME A---O-I ELEVATION VIEWED FROM EXTERIOR a I a CAULK BETWEEN WINDaV FLANGE t PRECAST SILL V/VULKEM 116 - PRECAST SILL ADMEStVE CAULK BY OTHERS - OP. APRV'D. EOL, SECTION A -A B.V. BUCK WIDTH) SHIM AS REO'D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD I/• M1M. CONCRETE ORyE7SMTMASONRYOPENING BY OTHERS G INSTALLATION ANCHOR 3/16' DIA. .tAPCON .. v / O oN£ BY WOOD 4 BUCK BY OTHERS FLANGE TYPE WINDOW FRAME CAULK BETWEEN PERIMETERFLANGECAULKILWOODBUCKByD CAULK CAULK BETWEENERS WOOD HULK i V.V. MAS'Y. OPENING WINDOW WIDTH) by OTHERS STUCCO BY OTHERS SECTION B-B NOTES1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW. FRAME MATERIAL: ALUMINUMALLOY 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. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE wi-,H VULKEM lie ADHESPF- CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QWNTITY -LISTED WITH 7 NEXT LARGER SIZE. FOR THE APPROPRIATE DESCN PRESSURE REO'D. - t 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS.. 24' G.C. MAX. (TYPJ 8) WHERE SPACING BETWEEN TAPCON ANCHCP.S EXCEEDS 24 IN. O.C., IS SCREWS:'OF SUFFICIENT 1 LTM. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED: 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6" MAX. (TYPJ FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. --- . 1) SEE BACK OF THIS SHT. FOR ADHESIVEENAMOR REQUIREMENTS. 11) APPLICATION OF WIKEM T16 ADHDHESP/E CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE /10 SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/3MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE MU'_LED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLIONINSTALLATIONSHEETSFORP.EOUIREMENTS. INTERNATIONAL; INC FLORIDAEXTRUDERSSANFORD, FLORIDA TITLE:! NSTALLATiON DETAIL V/' ONE BY BUCK FIXED. FLANGE WINDOW - SERIES 1000'& 20,00 1 DRAWN BY: BB APPROVED BY: 2 2002 DATE: 10/22/01 (SCALE: NTS DWG.: FLEX0018 SHEET 1 D 2 PREPARED BY:IPROOuCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY. SUITE 250. IeATMRO'A', fLORK)A 32744 PHONE s07 905-0365 fAX aOT BCS-:JE6 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING C INSTALLATION ANCHOR 08 SCREW EXTERIORFINISH BY OTHERS PERIMETER / r CAULK — BY OTHERS WINDOW HEIGHTEXTERIOR PERIMETER C CAULKBY OTHERS INSTALLATION ANCHOR 48 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZINI SEE NOTE 6 I• MIN. IBEDMENTWOOD FRAMING BY OTHERS SHIN AS REO'0. CENTRALFLOFMA B-0-U. SEE NOTES) nNgTAC a UIy" NAME:. U 1 LAM MAX. MASTER r1 T1f lr. # SHIMSPACEL $yJD-i GLAZING SEE NOTE b) CAULK BETWEEN 1'MIN. WINDOWFINEMBEDMENT6SHEATHINGSHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDOW FRAME SHIM AS REO'D, 1/ 4' MAX. SEE NOTES) vOoo FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A •-+ j ELEVATION vIEwED FROM EXTERIOR WINDOW WIDTH I 1/4' MAX. SHIM SPACE MAX. VOOD FRAMING y/ BY OTHERS SHEATHING l- BY OTHERS INSTALLATION ANCHORCHORCHDR 3 SCREW CAULK BETWEEN WINDOW FIN 6 SHEATHING SECTION B-B EXTERIOR FINISH PERInETERCAULK BY OTHERS BY OTHERS NOTES 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. M.AX. ALLOWABLE SHIM STACK TO BE 1/4-. 2), WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF 1- INTO WOOD FRAME. 4) USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER. SEAL AROUND. EXTERIOR 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 QUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN: THIS PRINT ALSO APPLIES TO THE FLOR40A EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW.' B 8) SPACE INSTALLATION ANCHORS AT 5 MAX. FROM CORNERS AND MAX. 24 O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED. tS 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 TU2£ MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. DATE: 1 / 1 31UL PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERIIATIONAL PKWY. Soi7E 250. S. DWG.: FLEx0030 32746 PHONE 407 605-0365 FAX 40 E05-0366 0 CAULK BETWEEN VINDOV FLANGE t V00D BUCK CONCRETE OR MA;ONRT OPENING IT OTHERS EXTOT".E FINISH By OTHERS ' PERIMETER CAULK BY OTHERS WINDOW FRANC _ HEAD WINDOWHEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CA,JLK BY OTHERS EXTERIOR FINISH — BY OTHERS CAULK BETWEEN VIMDOV FLANGE t WOOD BUCK CAULK BETWEEN VOOD BUCK L MASONRY OPENING BY OTHERS 04 CAULK BETVCEN VOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD NOTES.' BUCK BY OTHERS 1) SHIM AS REO-D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRALIE MATERIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16 DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO3/16'-DIA. TAPCON ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHOR$ 6 FROM CORNERS h 24. 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCMCRS SHOULD SE FILLED WITH 15 SCREWS OF SUFFICIENT LTH. TO PRONTDE MIN. 5/d IN. EMBEDMENT INTO WOOD BUCK. d 1-1/4" MIN, A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY EMBEDMENT BUCK, USE 110 SCREWS OF SUFFICIENT LENGTH TO' ACHIEVE 1-3/8MIN. 1 EMBEDMENT AT SAME SPACING STATED IN NOTE 3. . 5) USE 51LICONIZED ACRYLIC CAULK BEHIND WaNOOW FLANGE A HEAD. SILL JAMBS. r 1/4" MAX. 6) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF SHIN SPACE WINDOW FLANGE. 7) CLASS THiCKNE$S MAY VARY PER THE REOUIREMENTS OF ASTaf E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. J i e) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO ADEOUATELY TRANSFER( LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. SHINASREO'D 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMB USE OF SEENOTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000, 1750, k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REDUIREL/ENTS. GLAZING ( TTP. SEE. NOTES) 41 CONCRETC. OR MASONRY BY GTMERS SECTION A — A INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SHIM AS REO'D. SEE NOTES) L 1/ 4` MAX. EXTERIOR ELEVATION SHIM SPACE 0. SHIM AS REO'D SEE NOTES) VINDOV FRAME JAMB GLAZING ( TYP. SEE NOTES) PERIMETER CAULK — BY OTHERS / EXTERIOR FINISH J BY OTHERS VINDOV WIDTH I-I/ A. MIN. EMBEDMENT 1/ 4' MAX.L— SHIM SPACE ONE BY WOODBUCK BY OTHERSINSTALLA. TA gNCMCP. 4 3/16' DiaTA CAULK BETWEEN v* O BUCK 1 N:.$'Y OPENING IT OTHERS C CAULK BETWEEN 1 I WINDOWFLANGEt -NCR BUCK CONCRETE OR MASONRY OPENING BY OTHERS CTICN B—B WINDOW WIDTH A A EXTERIOR ELEVATION WINDOW HEIGM B BITERNATIONAL INC 1- 1/4• MIN. A(, - FLORIDA EXTRUDERS' a. EMBEDMENT A.;f a'°"— NATO-- SANFORD, FLORIDA ONE BY WOOD TITLE. -FLANGE INSTALLATION DETAIL CONCRETE HEADER V/1 BY BUCK BUCK By OTHERSMAWfDESIGNERFIXED VINDOV 1000, 1750, L 2000 SERIES OR -AWN BY: BBAPPROVED BY: DATE:02112102 SCALE: NTS DWG.: FLEx0035 M:.•eca a.. r_aK. tfo.omrCT'. taa H.Ch,fp.. Rya. fSf tae. ,(}N V. RNIIY. xa.a MO< ,eT r-lYa f tlf : faM ONE BY BUCK BY CI HERS CAULK O_ BETWEEN WINV FLANGE t SWEATHING PLYVOOD LT'PJ BY CTHERS EXTCRIOR FINISH BY OTHERS II PERIMETER CAULK BY OTHERS vINDOv FRAME HEAD I WINDOWHiCnT ExTER:OR V:NDDV FRAME S:LL PERIMETER CAs K By OTHERS EX -ERICA -- r l%ISH BY CTHERS SHIN At PEO'D SEE NOTES) GLAZING (TTP. SEE NOTES) SHIM AS RED' SEE NOTD ES) CAULK B_TVCEN —/ vINDOv LANGE 1ONE iY VOOD CKCAULK BETVEEN WOOD B:'K t MASONRI CPEMNG BY OTME<S CONCRETE OR C E CTIONA- A MASONR• BY 07HER2 INSTALLAT: ON ANC:.CR Co SCREv BUILD DOWN BY OTHERS N TO SILL) T' E, APPLjES1- SHIM AS P.EO'D. AT "EAC:! INSTALLA7,10N ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. r 1-3 B• MIN. 3) TAP -ON INS ALLATiON ANCHCRS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIE`F I EMB OMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETI. /10 INSTALLATION 7' SCREWS AT HEAD h JAMBS MUST BE OF SUFFIGENT LENGTH TO ACHIEVE 1-3/8• I} MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIREO. INSTALLATION ANCHCRS k SCREWS TO BE PLACED 6 IN. FROM CORNERS S 2A IN. O. C. MAX. us tSILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 1 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/ A' MAX. 6) GJ.SS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13OO GLASS SHIMSPACECHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS'tS ALSO OUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY OTHERS. SUP-O DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINC.Ow SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES.' E) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO COWCURAT IONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. SUCK HEIGHT1/ A- MAI. SHIM S%A-E EXTERIOR ELEVATION a 1 LT- 1/.- MwCENTBAA FLORIDA B.G.A F. ' EMBEDMEN' ONE ' sV ILMUFACTUREB NAM: E.—. BUCK ByOTHERSINSTA'ATION ANCX-"R •- 3/16' DIA. TAPCON 3/8 MIN. EMBEDMENT BUCK vIDTH 1 I SHIM SPACE CAULK BETVEEN FRAMING — iV0 By BUCK A.CCNCRETE BY BYOTHERSBYGTHCRSSHINA- PEC'D SEE NOTEb INSiAIIa TI.-iNANC.CR r0 SORE': WINDOV FRAME CAL'-K BETVEEN JAMS VINDOV FLANGE t V_ CD SUCK GLAZING (T7P. SE SEE NOiEbQ a CONCRETE OR r.ASONtY PERIMETEPCAULKBYCTHERSBYOTHERSVINDOVVIDTH 4 E%iEP,; cR FINISH SECTION B- B BY OIKEPS w iT WINDOWWIDTH A r 5 1111 WINDOW A. EXTEPIC- ELEVATION R .4e I• y(t 1[L•v'O%• tLbtC4+':?.0 H_v[. SJT H]L •C.t+MV, fU}:A. It'•C W't Kt CC.-tY: Iu C:;iY: 1/4• MAX. 43 INSTALLATION M9E71a:MT CAULK BEHIND FIN SKIM SPACE ANCHOR SCREW (TTF.) TWO By FRAMING SHEATHING SHIM AS REO'D. BY OTHERS BY CTHERS TWO By BUILD (SEE NOTES) DOVN BY OTHERS CAULK BEHIND FIN FIN FRAME JAMB MB INSTALLATION I SHIM AS REO'D. O cS ANCHOR SCREW (TYPE) I ( SEE NOTES) 1) SHIM AS MAX.LLALLOWABLE S TO EACH INSTALLATION ANCHOR WITH LOAD BEARING - jj, SHIM. f. ALLOwA2l£ SHIM STACK TO BE t/c'. GLAZING (T rP. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) 1/1• MA% }) USE SILICONIZED ACRn,IC CAULK. BEHIND WINDOW F.N AT HEAD, SILL & JAMBS. L I' KIN SMIM SPACE A' USE OLtCO AHED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF EI'Xii1 WINDOW FRAME. 11 S CUSS THICKNESS MAY G IS PER THE REOUIREM£NLA S ASTM OUAL GLASSCHART$, SINGLE GLAZING I$ SHOWN, INSULATING GLASS K ALSO QUALIFIED. SHEATHING. 6) SCREW ANCHORS AT HEAD, SILL & JAMBS SHOULD BE IS SCREWS OF SUFFICIENT BY CTNERS EXTERIOR fiNlSH I - LTH. TO PROVICE MIN. I IN. MIN.. EMBEDMENT INTO WOOD FRAME. PUCE /B EXTERI ERS a SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX.. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUATELY BY DTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. _ PERIMETER CAULK e) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSOBYpTHCRSAPPLIESTOFLORIDAEXTRUDERS1750SERIES &. 2000 SERIES. PERIMETER CAULKWINDOWviBTN—-; 9) ELEVATIONS SHOW COMMON CONFIGURATIONS.ITIS NOT INTENDED TO LIMIT USE Of ByDINERSF1N. FRAMEHEADERTHIS. PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION $—$ 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. GLAZING ( TYP. SE£ NOTES) I I EXTERIOR PERIMETER CAJLK BY OTHERS EXTERIOR FINISH BY OTHERS B INSTALLATION — ANCHOR SCREV, (TYP.) SHEATHING BY OTHERS FIN FRAME SILL SHIM AS REG'D.— SEE NOTES) / I' MIN 9CDIfN1SECTION A -A SHIM SPACE A I iV0 BY FRAMING EXTERIOR ELEVATION BY 07HERS CAULK BEHIND FIN y Y A• r•'. L I 2002 w iTEXTERIOR ELEVATION FLORIDA EXTRUDERS I NAL. INC sNFORoFLORIDATITLE: FIN INSTALLATION DETAIL DESIGNER FIXED VINDOV 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE: 02/14/02 SCALE:NTS DWG.: FLEX0037 1- 1 ... —1 K-1 tom. — wttwi.aa \.. 9c iG 3 CONCRETE OR SHIM AS RE'O'DMASONRYOPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE S.WOOD EUCK CAULK BETWEEN PERIMETER. WOOD BUCK t CAULKBY MAS-Y. OPENING OiH=RS BY OTHERS STUCCO - BY- OTHE7 RS0 I INSTALLATION ANCHOR BSSCREW (TYP. WHERE TAPCONS ARE NOT REO'D.) SLIDING GLASS COG;? FRAME SILL 7 INSTALLATION ANCHOR 3/ 16' DIA- TAPCON INSTALLATION ANCHOR RB SCREW (TYP. WHERE ONC BY WOOD ,APCONS ARE NOT REO'D.) CONCRETE OR MASONRY OPENING BY OTHERS BUCK BY OTHERS- ONE BY WOOD CAULK BETWEEN BUCK BY OTHERS 3 ANCHOR 3/16' 16' D INSTALLATIONTAPCONWOOD BUCK t " 1 1/4' MIN. '-MAS'Y.,OPENING EMBEDMENT _ 1 _ BY OTHERS SLIDING GLASS Q CAULK. BETVEEN DOORFRAME ...CAULK BETWEEN SLIDING GLASS DOCK I1/4, MAX. JAMB G WOOD' BUCK HOOK STRIP NOOK STRIP t', r SH]N. SPACE MAS-Y. OPENING Q WOOD BUCK By OTHERS Dir ` ICISY.:n A$-RED'D. E SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.) DOOR HEIGHT D E BEDMENTO • A ? . I G A 1-1/4' MIN. LIBERALLY APPLY CAULKING UNDER SILL _ OR SET SILL IN BED INSTALLATION ANCHV- OF CONCRETE 3/16'.iia.TAPCON SECTION. A-A r p' A • I/ A' MAX. SHIM SPACE 1 1/4' MIN. f ' EMBEDMENT i SEE NOTES) 1-1/4' MIN. EMKDMENI 4 INSTALLATION ANCHOR 3/ 16- DIA. TAPCON TEMPERED GLASS Q CAULK BETWEEN DOOR FLANGE TYP.) t WOOD BUC, PERIMETER CAULK BY CONCRETE DR 01 BUCKONEBWOTHBUCK:BY'OIMERS OTHERS OPENING MASONRYBY OTHERS STUCCO BY OTHERS S. G.D. WIDTH U CO B. O.A_jlA(TTYP.)RE GLASS SECTION r !!A AT rRAM:SLIDING GLASS DOOR MASTER FELE # _ T . HOOK STRIP DETAIL . A I I) DOOR MATERIAL, ALUMINUM ALLOY 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. CMBCDMENT OF1-1/4', IN,0 MASONRY OR CONCRETC. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. - - 41- TAPCOri ANCHOR CHART ON BACK OF THIS SHEET. 5) USE SILICDWZCD ACRYLIC, CAULK BEHIND DOOR FLANGE At HEAD t JAMBS j 6> USE SICT DOOR SIZE IS [SULK EDA2 PERIMETER SEAL AROUND USEANCHOROUR TITY IS . ' ,.. ... AIFEXACTDOORSIZEENOTLISTEDINANCHORENSUREUSEANICHOROl7NNtRT.UStEO V:TH NE xTLARGERSIZE -OR SIZE APPROPRIATE -0ES1GN PRESSURE REO'D 8) FOR POCKET DOOR SIZES USE CLOSEST P'PASS DOOR SIZE L t:OTlIGU]A770M TO FINISHED OPENING PIASS TmI CN S. IN FRONT OF ROOK SIR!? AS SHOWN. 9> ALAS4TI+ICKNAPP MAY WART PER DC$1 RETED FOF_ASTM...C1300 GLASS CHARTS tD) ALL FACTORY APPLIED HOLES OV DES 1m 5/D FOR TAPCON ANCHOR SHOULD DE FILLED —WITH .8 SCUEvi BgOFSUFFICIENTLENGTHUPROVIDERED5/B' EMBEDMENT INTO WOOD LUCK. I:> DOOR UNIT li APPROvED USING TEMPERED GLASS IN SINGLE GLAZED.OR INSULATING GLASS.' I2) JAMB / SILL. CORNERS ARE TO BE SEALED WITH A SMALL JOIST SEAM SEALER. I3) SHIM AS RE0'D. AT EA. SET Or INSTALLANON ANCHORS. MAX. ALLOVABLE SMIH STACK TOBE 1/4-., 14) ALL INSTALLATION AHORS MUST BE NAOE OE CORRO. NCION RESISTANTMATERIALS. 15) VNERE 'x' REPRESENTS MOVING PANEL AND '0' REPRESEHTS FIXED PANEL APPROvEo A i CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART 01, BACK DE THIS SHE-T. '- I6) NOT ALL CONFIGURATIONS LISTED ASOVC ARE SHOVH ON THIS DRAWING. MpVEVER INSTALLATION - EXTERIOR ELEVA':ON SECTIONS -A-A', 'B-Ht L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR S-13WN CANE7 STALL RATI 1T1 IN2tALTAPCONINCALMPAIROFE4'tOR.T APPLIED INStALL•t1ON HOLES UNLESS NOTED OTHERv!SE ON MCH!--. CHART. SEE BACK OF THIS SHEET. ' ID) T.LORIDA EXTRUDERS IWOSERIESSLIDINGCLASSDOORISSHOVMTHISPRINTALSOAPPLIESTO 2000 SERIES AND 540 SERIES.. - _. ... _. •_ - . --- ... ...:-- _ . DATEAU/ cf5/U1 ISCALE: N l IDnG n: F LLMUGi W ...::., ` „A +MTYeN.nn. axv_ TUITE 250. MEAT11!3v. FLOR:+A, 3274 -107-SCS-03t5 f- 401-9:5-066 INSTALLATION ANCHOR - DOOR WIDTH }---i/4' MAX. SHIM SPACE SHIM AS RE'0'D B8 SCREW 1 WOOD BySHEATHING (SEE NOTES) _ 1-1/B MIN. BY OTHERS BY OTHERS - - I EMBEDMENT rCAULK BETWEEN TWO BY WOODDOORFLANGEBYOTHERS SLIDING GLASS I. SHEATHING DOOR FMB X I 1/4' MAX. I SHIM SPACE JIIL BEDMENT STUCCO OR SIDING ' BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS TEMPERED GLASS (TYP.) TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS DOOR 1") 1cr.I- ?,-r 2? 1 t HEIGHT SECTION B-B t' 1i0 IDT4 17? yD RS _ .. tJ SLIDING, GLASS. DOOR FRAME SELL A INSTALLATION ANCHOR B8 SCREW TWO Br WDUD BY OTHERS CAULK BETWEEN HOOK STRIP t j SHEATHING SLIDING GLASS DOOR STRIP I '- SHIM AS REO'D. HOOK SEE NOTES) A, INSTALLATION ANCHOR. r.1-I/8' MIN. '. R8 SCREW EMBEDMENT CAULK BETWEEN . DOOR FLANGE 7SHtATHINGtSHEATHING BY OTHERS SHEATHING ' BY OTHERS TEMPERED GLASS STUCCO . _ IMP.) _ UCCO OR SIDINGORSIDINGBY- BY OTHERS SLIDING GLASS DOOR OT INTERLOCK HOOK STRIP DETAIL F. MATERIAL: ALUMIM:H ALLOY 60632) 49 INSTALLATION SCREVS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. EMBEDMENTOF1-I/B'. INTO .WOOD IAPCON_TTPE INSTALLATM ANCHORS AT. SILL MUST BE OFSUFFICIENTLENGTHTOACHIEVEMIN. EMBEDMENT OF-1-I/4, INTO MASONRY OR CONCRETE: ' - ---- 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. - - - 4) USE SILICON ZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD t JANIS. S) USE SILICONIZED ACRYLC CAULK fDR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) 7EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART• USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN-PRCSSURC REO'D - 7). FOR POCKET DOOR SIZES USE.CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING PLACE INSTALLATION ANCHORS. IN FRONT OF HSDK STRIP AS SHOVN. - - B) GLASS THICKNESS MAT VARY PER REOUIREMENTS OF ASTM C1300 GLASS CHARTS _ 9) DOOR UNIT IS APPROVED USING TEMPERED, GLASS IN SINGLE GLAZED OR INSULATING CLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH SMALL _GINT. SEAM SEALER11) SHIM AS REO'D. AT EA SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK. TO BE v4•. II ALL INSTALLATION ANCHCPS MUST BE MADE OP CORROSION RESISTANT MATERIALS _ 13) VHERE *X+ REPRESENTS MOVING PANEL AND 'w REPRESEMTS FIXED PANEL APPk0vEO CONFIGURATIONS ARE AS LISTED 0. ANCHOR CHART ON BACK OF THIS SHEET t EXTERIOR ELEVATION '4) HOT ALL CONFIGURATJONS LISTED ABOVEARE S OV ON THIS DRAVING. HGVTVER INSTALLATION - i SECTIONS 'A -A'• 'B-B' L HOOK STRIP DETAIL X-LY TO INSTALLATION OF ALL APPROVED EMBEDMENT CONFIGURATIONS. 1-1/4' MIN. 2 PANEL DOOR SHOWN ,. IS)-FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR 1S SNHOVH THIS PRINT ALSO APPLIES TO - 1U . 2000 SERIES AND SOO SERIES .. . G.. O A ....!A ...... v C. LIBERALLY APPLY CAULKI.'vG UNDER SILL .._ OR SET SILL IN BED INSTALLATION ANCHOR Or CONCRETE 3/16' D1A. 7APCON. SECTION A A.. F 12002 7 DESCRIPTION I DATE JIM EXTFL RI D A I T.RINC.RS SANFORD F.L. TITLE: SLIDING GLASS, : DOOR INSTALLATION" WITH #8 SCREWS DRAWN BY: 33APPROVED BY: ATE: 12/17/01 !SCALE: NTS DWG #FLEXD027 SHT 1 OF w 1P 0 I, P400u[T t APbLICATTOH CMOEMCCRI G. INC. 2_0 INTERMATIONAL PKV% SUITE 2%. HCATHPOW FLORIDA, 32746. 407-BO54367 FAi 407-9aD-OTK as 1000 P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS . IX2X1/8. TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT BETVEENA. VINDOV FLANGES L MULLION U \_#8 X 3/4 SELF ' 1000 Sit TAPPING SMS HEAD (TYPJLANWINDOWTFLANGESNSECTION A -A (1) L MULLION - 1000 P.V./DESIGNER SILL (TYPJ . 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 Ill / TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 8 X 3/4 SELF 1000 S!{ TAPPING SMS HEAD (TYPJ' SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES _ L MULLION 1000 P_.W./DESIGNER SEALANT BETWEENFLANGESSILL (TYPJ L MULLIONLULLION 8 X 3/4 SELF TAPPING SMS 1/8X4X1/8 I— l(1f 1 / TUBE MULLION 8 X 3/4 SELF 1600 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (5) 1000 P.V./DESIGNER APPLIES TO HEAD k SILL WHERE 1' X 4' SILL (TYPJ AUXILIARY PLATE DETAIL C 2 X 4' TUBE MULLIONS ARE USED TOR ADDITMNAL ANCHORS. VHEN REQUIRED) 8 X 3/4 SELF TAPPING SMS SHEATHING 1X2X3/8 O _OTUBEMULLION INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ . EXTERNAL MULLION INSTALLATION CLIP . 8 X 3/4 SELF TWO BY WOOD 1000 S.H. TAPPING SMS BUCK BY OTHERS HEAD (TYPJ 1000 P.W./DESIGNER SECTION A —A (2) SILL (TYPJ r 1000. P.V DESIGNER #8 X 3/4 SELF SILL tfYP.). TAPPING SMS r #8 X 3/4 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION 1X27/16X3/ TUBE MULLION SEALANT BETWEEN WINDOW FLANGE L MULLION-:. g X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ #8 X 3/4 SELF SECTIONA —A _(4) TAPPING SMS DETAIL 1000 S. H. HEAD (TYPJ ` 1000 P. W./DESIGNERSILL (TYPJ SECTION A —A (%) 8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 Atr" 1'^' r TUBE MULLIOML` 1.. lvMULLION APPLIES TO HEAD k SILL WHERE 1'.X 2' k I' X 2 7/18'TUBE MUUXONS ARE USED DETAIL a¢ nnmc INSTALLATION ANCHOR 8 WOOD. SCREV TYP.) KIRIL CLIP L1 1/ 8' MIN. EMBEDMENT' 1 I I/8• HDa 711 EMBEDMENT- I4ia UD FLORIDA EXTRUDERS INTERNATIONAL; - INC SANFORD, FLORIDATITLE: SER: ; 1000/ 1500 FIN SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS 8 X 3/4 SELF i000 sH TAPPING SMS SEE OTHER SIDE (SHEET :2 'OF 2)-' FOR HEAD (TYPJ DESIGN PRESSURE CAPACITIES SECTION A — A (6) zcc DRAWN BY: MSH '` APPROVED BY. DATE:2/ 6/02 SCALE:NTS = DWG.: IHMFINTR ai SEALANT BETWEEN I000 P.V./DESIGNER TYPICAL MULLION TO CONCRiTE O JAMB FLANGES (APPLIES TO JAMB WHERE 1' X 4' DETAIL WINDOW t MULLION 1000 P.V,/DESIGNER r SILL tT7PJ k 2' X 4' TUBE MULLIONS 'ARE USED) Q SILL (TYP.) I/ #8 X 3/4 SELF9X3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE OR MASGNRY' BY OTHERS 1 X 2 X 1/8 INSTALLATION ANCHOR 3/16' DIA. 1 X 2 X 3/8 TAPCON SCREW ANCHOR (TYPJ TUBE MULLION TUBE MULLION EXTERNAL KILLION SEALANT BETWEEN ,. r 7 4q ` 4+ ONE BY WOOD .....INSTALLATION CLV` L NDOWMULL FLANGES 'l¢'NTFIAL Y'LOIRMA B.®.ALF. MULLION BUCK BY OTHERS 8 X 3/4..SELf / _.MULLION.... . TAPPING SMS 1006 S.M. TAPPING SMS ( FRE 1000 S.H. _ .. _ HEAD CTYPJ HEAD CTYPJ SEALANT BETWEEN VDMOW FLANGES SECTION A —A (1 i SECTION A —A (2) L MULLION 1000 P.W,/DESIGNER loco P.V./DESIGNER SOLO RW,/DESIGNER SILL CTYPJ SILL CTYPJ r SILL CTYPJ a 8 X 3/4 SELF r #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS1X27/16X1/8 2X 4X3/9 TUBE MULLION TUBE MULLION F+ 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANTS BETWEEN ...... - ... .. WINDOW FLANGES SEALANT BETWEEN _. ... - W—M. FLANGE6MULLION _ .... L MULLION - ....- DETAIL B r -- A 8 X 3/4 SELF #8 X 3/4 SELF \Y A - 10c0 S.H. TAPPING SMS loco 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 6 MULLION : - .. .-. TAPPING SMS ... - ....: - l00o P.W./DESIGNER . SEALANT BETWEEN . 1000 P.G./DESIGNER . SILL CTYPJ WINDOW FLANGES r SILL CTYPJ 1000 S.H. 8 X 3/4 SELF 4. Mu' r #8 X 3/4 SELF HEAD RYPJ _ ELEVATION : TAPPING SMS TAPPING SMS SECTION A —A (71 VIEWED FROM EXTERIOR1X4X3/81X4X1/8, ,. J.TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS sANFOIM, T oRmn TrrLE: SER. 1000/ 1500 FLANGE 'SHEET .1 - OF. 271TRIPLEHORIZONTALMULLIONSECTIONS SEE OTHER SIDE < SHEET 2 OF 2) `FUR 9 x 3i4 SELF.9 x 3/4 SELF DESIGN PRESSURE CAPACITIES TAPPING-SMS TAPPING SMS, q 100o SA J B 2G DRANN BY: MSH .' ARPROVED BYr SECTION HEAD PA —A `(5)_ . SECTION °A —_A (6i _ DATE:2/6/02 scALE NTS Dxc • 1 HMFLGTRHEADCTYP 1000 P.W DESIGNER SILL .(TYP.) 8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- i MULLION 1000 P.W./DESIGNER APPLIES TO HEAD do SILL WHERE 1' X 4' SILL <TYP.) AUXILIARY PLATE do 2' X 4' TUBE MULLIONS ARE USED FOR ADDITIONAL ANCHMS. WHEN REDUIRED) DETAIL C8X3/4 SELF Q - WTAPPING SMS SHEATHING 1X2X3/8 TUBE MULLION INSTALLATION ANCHOR #8 WOOD MVUJOn SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP -- II TWO BY WOOD SEALANT BETWEEN U y^ BU K BY OTHERS WINDOW FLANGES #8 X 3/4 SELF . - #8 X 3/4 SEI iNTRAL WRM &. • F( y. L MULLION 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS /L. HEAD (TYPJ HEAD (TYP.) My Zrp /w SEALANT BETWEEN ' w! AC i URER x MULLION = WINDOW FLANGES SECTION "A -A (1) SECTION A -A (2) -- L MULLION ..:. Zo/Il if U FRS 1000 P.W DESIGNER 1000 P.W./DESIGNER u 10 ~ KTAI1 9 SILL (TYPJ SILL (TYP.) .. 8 X 3/4 SELF #8 X 3/4 SELF 0 P.W./DESIGNER D TA r' A _ TAPPING SMS TAPPING SMS SILL (TYPJ IX27/16 X1/8 1X27/16X38 1 TUBE MULLION TUBE MULLION #8 X 3/4 SELF R A TAPPING SMS 2X4X3/8_ TUBE MULLION; SEALANT BETWEEN i 1/8' MINWINDOWFLANGES 6„MULLION EMBEDMEN _ FI FVATION-. SEALANT BETWEEN . . - .. - '._ ..._. VIEWED FROM EXTERIORWINDOWFLANGE 6 MULLION - - .. .. :.. _.: DETAIL B APPLIES TO HEAD & SILL WHERE V X Y . I- X 2'7/16 .TUBE MUU.IONS ARE USED 8 X 3/4 SELF #8 X 3/4 SELF 1000 S.M. TAPPING. SMS . 1000 S.M. TAPPING SMS SKQktNG HEAD (TYP.) HEAD (TYP.) SEALANT BETWEEN SECTION .A -A .(3) SECTION A=A (4) usTALuna ANCHpR WINDOW FLANGES 08 VWD.SCREW 6 MULLION 1000 P.W./DESIGNER SEALANT BETWEEN :HOR1 WINDOW FLANGES; 100Q P.W DESIGNER —NDRIZ 0.D? SILL (TYP) SILL (TYP.) #8 X 3/4 SELFMULLIONTAPPINGSMS8X'3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION -A—A (7) I've MIN. X 4 X 1/8 1 X 4 X 3/8 HEAD (TYP.) TUBE MULLION TUBE MULLION - - EMREDMENT- FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA A -?nu:SER, 1000/1,500 FIN SHEET I OF 2 TWIN -HORIZONTAL MULLION SECT IONS SEE OTHER SIDE (SHEET-2 OF 2) FOR 8 X 3/4 SELF#8 X 3/4 SELF Y j 1 ; DESIGN,.PRESSURE •CAPACITIES TAPPING. SMS TAPPING SMS = ; 1000 S.H.-: 3000 S H. _ r HEAD (TYP,) HEAD (TYP.) 8 r F TOOP. - RAWN BY: MSH _ APPROVED. BYc SECTION A -A (5) SECTION A -A (6) DATE:2/6/02 SCAM:NTS DWG.: 1HMFINTW B SEA' -.ANT BE"71, EEN WINDOW FLANGES L MULLION 1000 P.W./DESIGNERiSILLCTYP.). its X 3/4 SELF TAPP..NG SMS4/—- MULLION PNT 3_iW_=Y wish-c_V F"!AN ES' L M)LL,CN k8 X 3/4 SELF 1700 S L TAPPING SMS SEA! ANT oc?W_Eh V INrT•w : _ANGEs S CT!ON A —A (i ) 1000 P.W./DESIGNER SILL (TYP.) I pE X 314 SELF TAPPING SMS 1 X 2 7/16 X 1/6r Iv-i / TUBE MULLION SEALANT BETWEEN WLNMV FLANGES' L MULLION S X 3/4 SELF 1000 S.M. TAPPING SMS HEAD 'TYP.) SEALANT 9ETWEEN TION A -A (3) WINLOW FLANGES - L MULLION 1000 P.W./DES SNERSEALANT BETWEEN SILL ( TYP.) WINW',d FLANGE i 8 X 2/4 SELF L MULLION APPING SMS X 4 k 1/8 CC- 0 P.W,/DESIGNER I „PICAL MULLION TO CONCRETE 0 JAMS SILL < TY.) r' I ( APPLIES TO JACK WHERE I" X 4' a n I!, tkYXA' TUBE MULLIONS ABE USED) r IS X 3/4 SELF I j r TAPPING SMS ! •It I iCONCRETEORMASONRYttIBY OTHERS ' X2x3/ 3. 1 BUCK __ OTHERS U. NTRAg. UFACi uRERNAM • I i 19kc/4 SELF LPRlD9 U j C: C S 4 TAPPINGSI+,SFnX 1 1 S_ c iiON A -A (2) I C PAW./DESiGNER 1^C9 .-a /DESIGNER ' LNSTALLATIC4v ANCHu< 3/16' VIA. TA SCREW ANC'_'Q'(-YPJ EX' ERNAL-MULLIC•N INSTALLATION CLIP. MULLION Sly_ CTYP.. TAPPING SMS 1 r - 3/ 4 Q j A s X SELF --' i X 2 7/16 X 3/8 / ?A'PING SMS TUBE MULLION 1 1-2 X 4 X 3/8 i f . 1 1/4• MIN.. r I UBE *•LPL. + EMBEDMENT SEALANT BETWEEN WI% uOW FLANGE - L M.L'LL10Ne X 3/4 SELF L— IC00 S.H. TAPPING SMS MEAL ( TYP.) SECTION - A—A (4) a IS X 3/4 SELF TAPPING SMS.. — 1 7, A?PiNG SMS 1000S.A. OOC S.H. HEAD ( TYP.) nEAD CTYP ) SFI- TION A --A (5` C CTIOti A —A 16)_... QA t A XH X 3/4 SELF TAPPING SMS f ID00 S.H. HEAD ( TYP.) cL'1/ATiON SECTION A —A (7i I MOWED FROM EXTERIOR f TTTLE:SEP: _..ir+7;ii'150u ELANGE.,SH-ET' 1 GI r .: . v ! TWIN .HOP-1 ZONTAL MULL ION SECTIONS S E uTH.-R S'L DEESHEET 2 OF: 2,' 'FR Cf DESIGN.PRESSURE CAPACITIES.:. -. llwN BY: M S HAPPROVED BY: FEB1.5 20,32DATE:2/4/0 SCALE NITS DWG.. 1 HVFLGTw 2 1000 P.WJDESIGNER SILL (TYP.) 1000 P.W./DESIGNER SILL (TYP.) AUXILIARY PI ATF a -OR ADDIT NAL ANp Gs WEN REDUIRED) ". , APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED 8 X 3/4 SELF B X 3/4 SELF AI C TAPPING SMS TAPPING SMS E) SHEATHING. IX2X 1/8 1X2X3/8 O TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES. MULLION O INSTALLATION ANCHOR #8 WOOD SCREW.ZTYPJ- L MULLION Eli I/ . EXTERNAL MULLION SEALANT" BETWEEN 1,4 ! CENTRAL ['LGRMA B.0.A. clK BY WOOD CK INSTALLATION CLIP 8 X 3/4 SELF L MULLDOW FLANGES: — TAPPING SMSLMULLION - l000 S.H. 8 X 3/4 SELF BY OTHERS LAPPING SMSloonS.H.sHBiLE NLi'1ACTiTFiER(NAME: HEAD (TYP.) SEALANTBETWEENHEAD .(TYP.) . MULLION WINDOW FLANGES SECTION A —A (1)• SECTION A —A (2), L MULLION -. r+ 7+7 M-JIr•R :1C v, 1000. P.W DESIGNER SILL ( TYP.)/ 1000 P.W./DESIGNER SILL ( TYPJ C /~ 8 X 3/4 SELF r 3/4 SELF 1000 P.W DESIGNER A -- TAPPING SMS . NG SMS SILL (TYPJ i X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 L A. J. TUBE MULLION i TUBE MULLION 8 X 3/4 SELF r TAPPING SMS BETWEEN PX4.X3/BSEALANT UBEMULLIONWINDOW FLANGES TAPPI., I 1 1/B' MIN.L MULLION. EMBEDMENT . .:.ELEVATIOSEALANT BETWEENVIEWEDFROMEXTERIORWINDOWFLANGEMUILIIINDETAIL8 .APPLIES TO HEAD do SILLWHERE 1' X 2 1 7 16 :TUBE: MULLIONS ARE USED 2 8'X 3/4 SELF 1000 SA .." TAPPING SMS 8 X 3/4 SELFx scAnmc"-` 1000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES SECTION A —A (4) vsrALuna+.iwcwa :. L MULLION 1000 P. W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES 1000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF w vaon SCREW Nam CLIP L MULLION 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS L_ TAPPING SMSTAPPINGSMSSECTIONA —A (7) I X4X1/8 1 X 4 X 3/8 1000 S.H. TUBE MULLION _ TUBE MULLION HEAD (TYP.) 1 ve• w1M:` MBEDMENT, - E - FLORIDAINTERNATIONAL, , INC EXTRUDERS SANFORD.- FLORIDA TrrLE:SER. . 1000/1500 FIN". .SHEET %:OF 2.. . LLU r - HORIZONTAL " MULLION SECTIONS SEE OTHER S (SHEET 2 ): R 98 X 3/4 SELF TAPPING SMS 8 x 3/4 SELF TAPPING SMS DESIGN PRESSURE CAPAC I T I E S 10001; 000 S.H. HEAD (TYPJ . - - ' HEAD (TYP.) DRAWN BY: M S H CH APPROVEDBY: SECTION `A — A (5) SECTION A —A (5) t: DATE:2/ 6/02 SCALE: NTS DWG.: 1HMFIN i 000 P.V./DESIGNER TYP.) Q X 2/4 SELF TAPPING SMS 1 k P i, TUBE MJLL-'0N SEALANT BE?VC_a WINDOW FLANGES- 6 MJLLMN SEA PNi BETVEENl U V N Gd FANG:S \ —Re X 3Y4 TAAPIN_ ShS SEALAN7EEi WEchW[NDOW FLANr,S SECTION .A —A (? i *JLLI314 - - 5000 P.V./DESIGNER SILL (TYP.) 2 XA 3/4 SELF TAPPING SMS I X 2, 7n6 X 1/e TUBE MULLION r17 J SEALANT BETWEEN W1ND V FLANGES' MULLION X.-#8 X 3/4 SELF 1000 S:H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A QWINDOWFLANGES L ML LIDN r1000 F.V./DESIGNER SEALANT BETWEEN SILL(TYP.) WINDOW FLANGES e X 3/2 SELF L MULLION TAPPING SMS x4xlie F—In l IUBL MULLi1SN ' 1 1000 PAW./DESIGNER / T PiAL MULLION G CONCRETE 0 JAMA T TAIL_CSILL (TYPJ 1 (h L!ES TO JAd WHERE I" C jLC Q- V 2" X 4' TUSE MULLICNS ARE i!SED) 1 SELF p i TAPPING SMS •1 CONCRETE OR MP.SONRY ` 1 niBYO r 1000 P.W./LESiGNER SILL (TYR.) 8 X 3/4 SELF I ! LJ TAPPING SMS 200 P.V./D=S!GNER —V X 2 7/16 X 3/8 SILL (TYPJ. TU?_ MULLION l i 1 1/4' H!N. Q X 3, 4 SELF EMBEDkcNT TAPPING SMS 2 X 4 X 3/8 f-1 11- T'JSF MULLTOV I SEALANT BETWEEN / iNDQV FLANGE -f 8 K:LLION 1OeX3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (A) r -1000 P.W./DESIGNERSILL (TYP.) . 8 X 3/4 SELF TAPPING SMS r1 X 4 X 3/8PrJJ1L LL1Lnl x .3/ 4 SELF TAPPING SMS 1000 S.H. SEc Ivry A -A (7) 8 X'3/4 SELF ` ys? X 3/e SELF n n TAPPING SMS / A i". SMS i C S...... HEAD (TYP,) HEAD tTYP.) S C ( _.. _. "` 2 i 2 IIETAIL B lMeIr i A,... LATiON V1EWEC FROM EXTERIOR _ TITLE: SER. 1000/1_ 500 Pi ANGE SHEET' 1 OF, 2 H00R i Z0NITALMULL -1 n- SEO- MNS rnn DESIGN PRESSURE CAPACITIES 5 1000 S.H. I X 2 X 1/8 1000 S.H. I X 2 X 3/8 JAMB (TYPJ TUBE MULLION JAMB <TYPJ. TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN WINDOW.FRAME MULLION L/2.SELF TAPPING SMS SECTION A -A (1) I X 2 7/16 X 1/8 1000 S.H. , r TUBE MULLION 1000 S.H JAMB (TYPJ. . . JAMB (TYP. 1000 S.H: JJAMB (TYP 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME S MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A ) 1X4X1/8 TUBE MULLION 1Al1NLi1D D#9L 2 X 4 X 3/8 SEALANT BETWEEN TUBE MULLION . WINDOW FRAME L MULLION, 8 X 1=1/2 SELF TAPPING SMS SECTION A -A .(2) 1000 SA 1 X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION 8 X 1/2 SELF TAPPING SMS 1 1/8' MIN. EMBEDMENT f TWO BY WOOD BUCK BY OTHERS DETAIL C SHEATHING Lu INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION IL-- ... .. :... .. APPLIES TO HEAD k SILL WHERE 1" X 4' k 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 8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL B #8 WOOD SCREW TYPJ iB10 I BAD SILL CLIP SEALANT BETWEEN. SEALANT B£TVEEN #8 X.1-1/2'SELF WINDOW FLANGES 1 1/8' MINTAPPINGSMSLMULLIONWINDOW_ FRAME . LMULLION .. - .. - -.. EMBEDMENT 8 X 1-1/2 SELF. ` SECTION A=A (7) sNCArNmG - TAPPING SMS DETAIL C VODD FRAMINGSECTIONA —A U4) AUXILIARY PLATE 1 X 4 X 3/8 , IC • (FOR' ADDITIONAL. ANCHORS, WHEN REQUIRED) - TUBE MULLION. • D A X A A --- 1000 S.H. - I UR/D # O O IA.M ITvo I 1 ..M1GMI E FEM 8 X 1/2 SELF TAPPING SMS 8 X 1%2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME L MULLIDN A MULLION a8 X SELF; #8 X,lrl/2 SELF TAPPING SMS TAPPIN¢'SMS SECTION A -A (5i SECTION' A —A (6) 8 SELF TAPPING SMS (TYPJ `— DETAIL B MULLION ELEVATION QVIEWEDFROMEXTERIOR FLORIDA EXTRUDERS o NFL` L, INC TITLE: SER. 1000/ 150.0 FIN SHEET. J. OF 2 VERTICAL MULLION SECTIONSSEESIDE`- 002 DESIGNHERPRESSURE< SHCAPACITIES 2). FOR DRAWN BY: MSH APPROVED BY: DATE: 2/6/02 I SCALE: NTS DWG.: 1VMFIN` .-- iy 1000 S.H _ X 2 X Ii? 1000 S,H, JP.M'B CTYP, 1 / /- TUBE MUL_IGN, JAM'- (TYP.) C X 1/2 SELF TAPr:ail SMS 1 • SCA.JY . B Y__ - b Mil'LiIGN• n TA.PPIN_ SMS S- CTION A -A ,I i 1 x c 7/i6 X :/ii T 1010 S -Li. U3 MULL 10N - 1000 S.H. JAMB (TYP.) j ,jAM3 (TYP.) 1+ c ' S X i/2 SELF TAPPING SMS SEALANT-BBETV££N VINIXIV FLANGES b MULLION 1-1/2 SELF TAPPING SMS SE•C110N A -A (Sl 1 X 4 X 1/ti TU2E MULLION I x 2 X 3/8 TUB= MULLION e x 1/2 SELF TAPPING SMS SEALANT. BETWEEN Nl f RE x i-3/2 SELF c X 4 -X 3; SECTIOP-I -A—A i L 1 i x c 7/I6 x 3/6 1CC3 SM.-- 1 UEE M:.ry_LiuN JAMB (TYP,) i ONE BY WOOD__ DETAIL C L 3L,CK BY 07HERS J? NCR, TE MAS7NR! BY GTIHFRS111/d' MIN, Q - j EMBEDMEN?I Q \ a j I i 1 INS AA ICN A\ H_R 3/15' 1)IA. 1 1 .TAP"N SCRrs..ANT•.ER (Tv MULLION I i STA• AT,, CL:r 1 CA- 1t I_;G4 TQ'GON K t:0 ricAG MJ.Li'N i rr rL1E 0 HEAD & SILL WHERE 1 'X 4 i A& [ X T lit tSULL1CINS kiE 'USE," t7p 1 _ - 8 X 1/2 SELF I t-INSTAL 'ON ANCHORTAPi•IttiG SeS . I 3/+4' DIA TAFCGN SCREW .ANCHOR (TYP.) SILL CLIP EM'-cnN-4T PRECAST SILL HY D HERS IXI IZRY P;.qT— R--ADL t NAL ANCHORS, I. N RECUIRED).. 7Uz- MU111ON p .. . I'll - .t I O• 100C SY.. I::^_•7 S.H. . S+ 01 IAMB (TYP.) JAMB - SMS LTYPJ `— DETAIL b j ELEVATiON.. I . LT 1/2 SELF x 1/2 SELF VIEWED Fri00.'. EXTER30R NG SMS 7A?P1I:G SMS -- ----- - M — FLORIDA EXTRUDERS INTERNATIONAL; INCANFORD. FLORIDA t LaC. TTTm SER_ 10.00/ 1'5u0 LANCE S SHEET 1 OF : 2 SEALANT BETWEEN SrAlA4TE•=TV_EM lip' K _ __a., E:.71CihS WINDOW FLANG=S. V[N97 'FLAN:=S SC t L •I 17 t"IC1ETMULLION \. :,..b M N );5. ` _ y; i ti L.rD ^ . THE R S < S' c "Or 2) ' IIR ' 8 X 1 1/2 SELF `— #8 X 1/2 SELF. TAPPING SMS _.. TAPPING ( Si C n. ^^ - I PRESSURE, CAPACITIES F. B 1 DRAWN BY M APPROVED BY:. GL' fON .-A ! J i J _l I ftJid v—A t c !DATE:2/ 1 JD1i SCALE `.'TS DWG. IV MiFL 4 8 X 1/2 SELF TAPPING SMS 8 X 2-1/2 SELF SEAI_FNi BETWEEN I SEALANT BBETVEEN TAPPING SMS VI4Dn_Y FLANY•ES VINDGV FLANGES b:NJLLICN b MULLION r_ 2 X '-I Z SELF SECTION A -A .(7; TAPPING 'SMS DETAIL C fi'=CTON A —A (4i 1 X 4 X 3/8--- a6 1000 S.ii JABS (TY?.) I x 2 x i/E 10CC S.H. TUBE MU_LICN „AMA..TY? ) r-TAGX 1/_ S£lF ' TAoPi'Suc Ix2x3/e iu5E MUL_IPN 8 X 1/2 SELF 2 X 4 X.3/5 - TAcaiNG SMS TLac MALT lyr; SsA-AN S c N ; / .N\. ScA' Y H•+t EN \ : .:AL:P W.NDQW ri4hucS _.... Wi,... A'd_cS .. _•RC / -1/2 '.SELF T 6 SI'Sg5x1-1/2 SELF SMS SECTION A -A (',) <yC1:OiN A -:A (21 r X 2 7/16 X 1/E 1 TUB MULLION' X 2 7/1E X 3/E 1030 S.H. Gu0 SJ1. U2 MUL_ICN QE C i;4 TiGN SCgL. f NTERNFI_ Cl ac X S=_F i ' X :OR 2X MULL ('Y?:) I. . iNSTFi_A.I_.'. AYC!i.^.Q JAMS (TYP.'. 1 r---) JAM? (TYP.) I f - SEALANT BETWEEN #2 X 1-1/2 SELF' , ../ i" Dm-TAPCCN CR W ANCrCQ -TYP` 8 X 1/2 SELF #8 X 1/2 SELF TAPPiNG SMS TAPPING SMS R - f TYPICAL VER7:CAL TO 'r.CK'ZC^ITAL .Y;ULLION TO MULLTCN WINDOW FLANGES c L w'T ION - .. TAPPING SMS SECTION A —.A (7) I , C _. sILL = I SEALANT BETWEEN . - SEA --ANT BETWEEN __VWINDOWFLANGESWINDOWFLANGES Re X I-t/2 SSIf6MULLIONLKLLIONTAPPINGSMS po X 1 1! L S-- TAPPING SMS. SECTION A. —A 3 SE-070N A -A (4) 1 X 4 X 1/E r-1 X 4 X 3/8 TUBE MULLION TU " '+' 104C Y. H.- JAN occ, F 0 6 X i/2 SELF Y.8 X 1/2 SELF TAPPING SMS TA PING SMS SEALANT BETWEEN SEALANT H TWZ_N - WINDOW FLANGES 4I'4G3W'F k8N _S x 1-1/2 SELF L ML4.LION - . -__b MU !_ION-... ... _. 8 X 1-1/2 SELF TAP=ING S'!S TAPPING SMS / 8ECTfON A —A (v) JE!1Ai A A r 7APPING V Fr 5: [f02 Q _ -:'1 !/4': MIN. EMBEDMENT PRSCAST -SILL BY OTHER AUXILIARY ?LATE Cr R Ai.T.ITIONAL ANGT04S, WHEN REQULRED: A 0 N fx.RICR FLORIDA EXTRUDERS: INTERNATIONAL, FLLORIDA MU: SER 1000/1,500 FLANGE SHEET. 1 OF --2 VERTICAL MU'•_LTON =NTH HOD RIZDONTA_' SE-E .OTHEP SID= CSHEET-2 OF 2) DES1GN.,PRESSURE CAPACITIES DRAWN BY: %ASH APPROVEDBY: DATE: 2% E% 0E SCALE: N T S DWG.: 1 W MF LG.. 3/ SEALANT BETWEEN VINDOV FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION APPLES TO HEAD k SILL WHERE I" X 4" AUXt L4RY P A DETAIL C Y 2' X 4' TUBE. MULLIONS ARE USED SOLO P.W./DESIGNER*MRADDITION& AMCHORS. VMEN REQUIRED) SILL (TYPJ O . 8 X 3/4 SELF SHEATHINGTAPPINGSMS 1 X 2 7/16 X 3/8LLA TUBE MULLION INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ O* EXTERNAL `MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 8 X 3/4 SELF #8 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS MULLIONHEAD (TYPJ HEAD (TYPJ 7A-PPUESSOLOP.V./DESIGNERTO HEAD t SILL WHERE I' X 2' SECTION A -A (1) SILL (TYPJ Ix 27/18• TUBE MULUONS ARE USED SECTIONA -A (2) __. 8 X 3/4 SELF TAPPING SMS SMS . 2 X 4 X 3/8 TUBE MULLION wo^ INSTALLATION ANCHOR VOOD SCREv FLORM SEALANT BETWEEN NORM CLIP MN WINDOW FLANGE ... R L MULLION L1 1/8' MIN. I I USEMBEDMENTu+ BeD FUE # nrTAD f '... _. A. _.,. SEALANT BETWEEN SEALANT BETWEEN #8 X 3/4 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS L MULLION L MULLION L'" A / 2000 P.W DESIGNER 2000 P.W./DESIGNER S.H. ' SILL ( TYPJ r HEA SILL (TYP.) EAD (TYPJ 8 X 3/4 SELF / #8 X 3/4 SELF SECTION A -A (S) TAPPING SMS - TAPPING SMS 1X4X1/ 8 1 X 4X3/8. TUBE MULLION TUBE MULLION INTERNATIONAL INC FLORIDA-EXTRUDERS sANFORD FLOR>DA 8 X 3%4_SELF #8 X 3/4 SELF 1000 S.H. 1000 SMS 1000 S.H.TAPPING SMS HEAD ( TYPS HEAD (TYPJ SECTION A -A (3) SECTION A -A (4) Tom: SER. 2000 F I N SHEET . 1 OF - 2:, TV' i'N- H RIZ NTAL MULLI.N SECTI NS SEE OTHER SIDE ( SHEET 2. F.; 2) FOR DESIGN PRESSURE -,CAPACITIES 1 EB 22002 IDRAWN BY: MSH APPROVED BY: DATE: 2/6/02 SCALE:NTS DWO.: `'2HMFINTR SEALANT BETWEEN WINDOV FLANGES— L MULLION r 2000 P.V./DESIGNER J SILL (TYPJ r #8 X 3/4 SELF TAPPING SMSIX27/16X1/8 TUBE MULLION SEALANT .BETWEEN WINDOW FLANGES 4LMULLION . 8 X 3/4 SELP 2000 S.H. TAPPINGSMS HEAD (TYPJ SECTION A -A (1) TYPICAL M TO CONCRETE JAMB APPLIES TOO JAMSMB WHERE 1" X 4" AI do 2" X 4" TUBE MULLIONS ARE USED) . QTl 2000 S.M. JAMB (TYP.) SEALANT -BETWEEN .: WINDOW FLANGES - L'MULLMN 2000 S.H. JAMB <TYPJ i X 2 7/16 X 1/8 2000 S.H. I X 2 7/16 X 3/8 TUBE MULLION JAMB (TYP.) TUBE MULLION DETAIL TYPICAL VERTICAL. TO HORIZONTAL MULLION TO MUWON J .: 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION SCREW INTERNAL CLIP 1 1X OR 2X MULL i e rl.r n.I . /. \ _. - QCY'T1nM A_A t')l -. .U-fw Inrrim ana . I - ..L. •II 11. r—.^w— ---I cri—rinAl A —A DETAtL B TERIOR FLORIDA EXTRUDERS ;; oRn° noxmA TITLE: SER. - 2000 FLANGE SHEET .1 _OF 2. VERTICAL --MULLION INT HORIZ NTAUL. SEE OTHER S.I DE'- (SHEET =:2.OF 2) ,.. FOR<; DESIGN PRESSURE "CAPACIT:IES;^r•: DRAWN BY: JBH APPRov= BY: `,; OATS 2/2/02 .,:_ SCAU: NTS_:. DWd ';.2V.M.HjMFLG - 8 SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY PLATE N n Fg 05UZIA BrV-A-F. (FOR ADDITIONAL ANUbRS. WHEN REWIRED) lti lrrr. r 0 DETAIL F2-11fmA VD o -o APPLIES TO HEAD & SILL WHERE 1' X 4' 2" X 4' TUBE MULLIONS ARE USED SHEATHING . MAST-8 F;LRJs., 4F INSTALLA TIONON ANCHOR #8 WOOD 2000 P.W./DESIGNER 2000 P.W./DESIGNER MU uON. SCREW (TYPJ SILL tTYPSILL '(TYPJ J - EXTERNAL. MULLION N8X3/4 SELF #8 X 3/4 SELF':... :. - - .. INSTALLATION CLIP TAPPINGSMS.. TAPPING. SMS TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2. 7/16.X 3/8 -- TUBE MULLION TUBE MULLION SEALANT BETWEEN MULLION - WINDOW FLANGES L MULLION _ - - l7FIAn 2 n / ' 8 X 3/4 SELF 1000 S.H. 'TAPPING SMS HEAD ( TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES LION' - L, MUL MULLION 2000 P. V./DESIGNERSILL (TYP.) 8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 - TUBE MULLION 8 X 3/4 SELF 1000 $,H;. TAPPING SMS HEAD (TYP.) , SECTION A - A (3) 2000 P. V./DESIGNER DETAtL' C /. r" A SILL (TYP.) 8 X 3/4 SELF l 1000 S. H. TAPPINGSMS #8 X 3/4 SELF L' A HEAD (TYPJ TAPPING SMS SECTION A — A (2) TUBE MULLION. 1 1/ 8' MIN EMBEDMEN FLFVAnE N SEALANT BETWEEN WINDOW FLANGE - - VIEWED FROM EXTERIOR L'MU. LION ..-. '.' = - DETAIL B.. APPLIES TO HEAD. .&,SILL -WHERE 1" X 2" lc 1•... X..27 16'-TUBE-YUUJONS ARE USED nurNwc INSTM1Mta AN( 710R 0 WOOD SCREW tYP_) 2006 P. W./DESIGNER #8 X 3/4 SELF \77—BIZ CLIP SILL (TYPJ TAPPING SMS 8 X 3/4 SELF TAPPING SMS — 1000 S.H. SECTION A —A (S) t ve NM 1 X4X3/8 HEAD (TYPJ EMBEDMENT . TUBE MULLION INTEFLORIDA EXTRUDERS - SANORD; rat.. INC SANFOI2D FLORIDA SER. 2000 FIN ' SHEET 1 .OF 2_, sir Lr- TWIN HORIZONTAL MULLION SECTIONS` SEE OTHER SIDE (SHEET.2 017.2) FOR a x 3/4 SELF DESIGN PRESSURE CAPACITIES TAPPING SMSf... EB YBQ2 1000 S.H. . HEAD (TYPJ DRAWN BY: MSH APPROVED BY SECTION A — A (4) DATE:2/6/02 scats: NTS DWc.: _ 2HMF INTW TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 do 2' X 4' TUBE MULLIONS ARE USED) - Q CONCRETE OR MASONRY HY OTHERS 2000 P.V./DESIGNER 2000 P.W./DESIGNER SILL MP.) INSTALLATION ANCHOR 3/16' DIASILL (TYP.) TAPCON-SCREW ANCHOR (TYPJ 8 X 3/4 SELF - 8 X 3/4 SELF. TAPPING SMS1X 2 7/16.X 1/8 TUBE MULLION TAPPING SMS1X 2 7/16 X 3/8 ONE BY WOOD MULLION MUCK BY. OTHERS EXTERNAL MULLION INSTALLATION CLIP SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES.- L MULLION L MULLION MUL LION 2000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF B X 3/4 SELF TAPPING SMS 8 X 3/4 SELF. . NAPPING SMS 2000 SA TAPPING SMS 2000 SH. 2 X 4.X 3/8 HEAD (TYPJ HEAD (TYPJ. TUBE MULLION Q SECTION A -A (1 ) SECTION A —A (2) L SEALANT BETWEEN 1 1/4' MIN. WINDOW FLANGE EMBEDMENT L MU_LBON IasAI A7C'' mR NAME: VDLRSFGOI /D ETAIL B E,! ' R IF 9 X 3/4 SELF Ly A SEALANT BETWEEN TAPPING SMS WINDOW FLANGES L MULLION -. . - 2000 P.W./DESIGNER 2000 P.W./DESIGNER 2000 S.H. - _.....- HEAD'CTYPJ SILL (TYPJ rSILL (TYPJ r SECTION A —A (S) 8 X 3/4 SELF TAPPING SMS 6 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION 1X-4X3/8 TUBE MULLION ELEVATION'.: VIEWED FROM EXTERIOR SEALANT BETWEEN FLORIDA EXTRUDERS RD° FORIDAWINDOWFLANGES L MULLION 1TIM SER 2000 , FLANGE. _ SHEEj 1 F...2 .. TWIN H RIZONTAL MULLION''SECTIONS ' B X 3/4 SELF TAPPING SMS 200D 8 X 3/4 SELF TAPPING SMS 2000 S.H. SEE OTHER SIDE ( SHEET2 F 2)-:FOR S.H. DESIGN_. PRESSURE_ CAPACITIES HEAD (TYPJ : HEAD (TYPJ SECTION A -A (31 SECTION A —A (41 . F 82 C2 DxnRrl aY:MSH _:. APPROVED:..;<. nArEi2/_4/02....., sca>;.E NTS ..°- nxc : `2HMFLGTW; ' a AUXILIARY PLATE CF0R ADDITMNAL ANCHORS, VHEN REWIRED) O QUAILCENTRALF%O-RiA B. ®. A. F. MANIIFA CTURER NAME: o _o SEALANT BETWEEN l.:itL7M FME MULL IDN _ WINDOW FLANGES 6 MULLIONO 2000 P.W DESIGNER 2000. P.V DESIGNER r SILL (TYP.) SILL: (TYP. 8 X 3/4 SELFftTA PIPINGX3/4 SELF TAPPING SMS SMS, 1 X 2 7/16 X 11 X 2 7/16 .X 3/8 TUBE MULLION TUBE. MULLION SEALANT BETWEEWINDOWFLANGESLMU.. 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETWEEN SEALANT BETWEEN _ WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION 42000 P.W./DESIGNER SILL ( TYPJ 8 X 3/4 SELF TAPPING SMS IX4X1/ 8 TUBE MULLION 8 X 3/4 SELF 1000 SA TAPPING SMS HEAD, ( TYP.) APPLIES TO HEAD do SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED I SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW ( TYP.) EXTERNAL MULLION INSTALLATION CLIP SECTION. A —A (2) q 1 1/8' MIN. L I '. t. EMBEDMENT ELEVATION SEALANT BETWEEN VIEWED FROM ;EXTERIOR L WINDOW FLANGE B APPLIES HEAD/16' & SILL 1' X 2'. MULLION.:.. ...... QETAIL LUON 1' X 2 7/16' TUBE-MUlL10NS ARE USED 2 - INSTALLATI@I ANQUR SECTION A —A (S) O V000SCREW 2000 P.V DESIGNER rSILL (TYPJ 8 X TAPPING 3/ 4 SELF SMS CLIP j # 8 X 3/4 SELF TAPPING SMS 1000 S.H.1 ve' MtN 1 X 4 X 3/8 HEAD (TYP.) EMBEDMENT TUBE MULLION FLORIDA INTERNATIONAL; INC EXTRUDERS- SANFORD.. FLORIDA lir ie X.3/4 SELF 8 X 3/4 SELF TAPPING.: SMS, TAPPING -SMS 1000 S.H. 1000 S.H HEAD ( TYP.) HEAD (TYP.) SECTION A -A (3) SECTION A -A (4) TME: SER 2000 '1-I N SHEET 1 ,QF 2 I HORIZONTAL MULLION SECTIONS V SEE OTHER S I DE (SHEET 2, F- 2> ..FOR DESIGN PRESSURE-CAPACIT.IES DRAWN BY: MSH APPROVED,B ': . DATE: 2/6/02 I SCALE: NTS DwG.: -2HMF I.N tTYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL a X 4' TUBE MULLIONS ARE USED) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW. FLANGES MULLION.L MULL ION IL2000P.W./DESIGNER 2000 P.V./DESIGNER SILL P) SILL (TY.P.) 8 X 3/4 SELF #8- X 3/4 SELF IT TAPPNG SMS TAPPING SMSIx 2 7/16 X VE I X 2 7/16 X I/S TUBE MULLION TUBE MULLION 8 X 3/4 SELF X 3/4 SELF P I2000S.H. TAPPING SMS 2000 S.K, TAPPING SMS: HEADHEAD (TYP.) (TYP SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE L MULLION o-A. 0-pCENTRAL 4 v SEALANT BETWEEN SEALANT.,BETVEEN WMDOV FLANGES WINDOW. FLANGES MULLION L. MULL113N 2000 P.WJDESIGNER 2000 P.W./DESIGNER SILL (TYP.) SILL (TM 8 X 3/4 SELF. #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1. x 4, x Ve I X 4.X 3/8 TUBE BULLIONTUBEMULLION 8 X 3/4 .. SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000,S.H. 2000'SJ HEAD (TYP.) HEAD (TYPJ i SECTION A - SECTION A (4) LU3 rDATE. ay 2000 S.H 2O00 S.H. JAMB (TYP.) 1 X 2 7/16 X 1/8 JAMB <TYP.) 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2X4X3%8- TUBE MULLION 8 X 1/2 :SELF 08 X V2 SELF TAPPING SMS. TAPPING.SMS 2000 SR - JAMB (TYPJ SEALANT BETWEEN _SEALANT BETWEEN F7 WINDOW FRAME VINDOV FRAME L MULLION L 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 _ BUCK BY OTHERS DETAIL C 1 1/8' MIN. ,. EMBEDMENT SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION. INSTALLATION CLIP MULLION APPLIES .TO HEAD .& . SILL WHERE 1' X 4' dt'2' X 4•TUBE MULLIONS ARE USED 48 -X 1/2 SELF APPLIES HEAD & SILL WHERE 1' X 2' TAPPING SMS TO 1' X 2-7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR r#8 WOOD SCREWAIB 1, Li SILL CLIP FLORMA SEALANT BETWEEN48X Y pffm ,( crm N MTAPPING iVLLtS1.L`i UJ1C tU L..l. IL11i.Y 1\Lill: .: 1- 1/2 SELF SMS WINDOW FLANGES ' =` L MULLION -: 1 1/8' MIN. EMBEDMENT GoR/ 17A4 i 1P 1E7 SECTION A -A W sHurnwc f ER DETAICam VDOD. FRAMINGAUXILIARY-- PLATE 1 X 4 X 1/8 1'X 4-X 3/8 FOR ADDITIONAL=ANCHORS,'VHEN REQUIRED) TUBE MULLION TUBE MULLION 2000 SA A _ A.....-.:. JAMB <TYPJ. O . .. O 8 SELF, TAPPING 8 X 1/2 SELF f 8X 1/2 SELF SMS (TYPJ:. DETAIL H MULLION TAPPING SMS TAPPING. SMS ELEVATION Q VIEWED FROM_ EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INC. r SANFORD, FLORIDA Tim:SER 2000 FIN' SHEET 1 OF 2 VERTICAL .MULL. I VERT NSECT_I pNS SEALANT BETWEENSEALANTBETWEENWINDOWFRAME :. WINDOW FRAME . f. SEE OTHER SIDE CSHEET 2 OF 2)_'FOR L MULLION2EL,LION b ;: = DESIGN PRESSURE CAPACITIES 8 X1-1/2 SELF--- = 8 .X 1-1%2 SELF TAPPING. SMS TAPPING, SMS DRAWN HY: MSW APPROVED'HY: SECTION A - A (3i -. ` SECTION A -A (4) I DATE:2/6/02 SCa1E: NTS DVfG c: 2VMF IN 8 X 1/2 SELF #8 X 1/2 SELF TAPPING.SMS TAPPING SMS SEALANT BETWEEN' SEALANT BETWEENVINMVFLANGESWIN13OWFLANGES a MULLION a MULLBMN. : #8 SELF T 8 X 1-1/2 SELF 08 X'1-U2 SELF SMS (TYPJ IZE'TAIL B MULLION- TAPPING.SMS - TAPPING SMS ELEVATIONSECTIONA -A (3) 'SECTION A =A (4) VIEWED FROM EXTERIOR 1 4 FLORIDA EXTRUDERSjjUDA bJANUFACTUBER_NAMs ` Rn° F LOtDiy S mu:SER.2000:FLANGE;SHEET 1 F 2; L09vvlVERTICALMULLIONSECTIONSFELE. SEE OTHER., S I;DE < SHEU _2 'OF 2) FOR 1, 8 -20 DESIGN PRESSURE. _CAPACGITIES,...:._,. SAPPROVED.-, HY'=2"3 DAxE 2/2/.02 ,._ sCAE NTS PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 107, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA OT 107 CONTAINS 9037 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 628 SO. FT. t TOTAL SOD 6302 SO. FT. t PI LUSITANA WAY4 14 Iv N90'00'00"W 25.00' 0 N 1 y N LL. I J LLJ O_ - 3 CD o OO V) 1— Ln O OUP 0 <c on i IL Q PREPARED FOR: DR HORTON. BUILDING SETBACKS wof of00 a I I PT LOT 106 120.70' S89'41'11 "E n I1 ill 1lI II r I N89'41'11 "W I 120.29' I I LOT 108 I FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' MLW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED 8Y THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED .FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I. R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 107 AS BEING S00'18'49"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ 1" = 30' GRAPHIC SCALE 0 15 30Ld0 o- z I W Ln O WOO_. O J F- O z O• mO J O W tf) yyP IygiO'`TA],Y YIp/ S y Ip'' A1111111Pp/7 CITYVYVi'VY tlY 1,/RD RADIUS LEGEND BUILDING SETBACK LINE MlW MINIMUM LOT WIDTIT CENTERLINE - FOB POINT ON BOUNDARY POL POINT ON LINE RIGHTOFWAYLINEXx PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POE POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD . PD PLANNED DEVELOPMENT CONCRETE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT pl DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER l FND FOUND CBW CONCRETE BLOCK WALL C/ W CONCRETE WALK RP RADIUS POINT 5/ w SIDEWALK R- CONCRETE SLAB CPCONCRETEPADCSPB PLAT BOOK - C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY S0. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 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. JOB N0. ASM42411 DRAWN BY: G: V1SM42VTSM42411.dwq. 0/20/2003 8:53:58 AM PLAN 08/ 28/03 S00 FOR I THE AVIDM. DeFILIPPO PSMg5038 D^ REVIEWED FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 489M Builder: DR HORTON Address: 3 "ji p p 5 Permitting Office: City, State: 7 .()- o d L Permit Number: 3 13Jwner. j.2.. Jurisdiction Number: Climate Zone: Central 4. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 _ c. N/A 14. Hot water systems r?. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 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, 2091.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 02 hereby certify that this building, as designed, 's in compliance with the Florid nergy, Code. OWNER/AG DATE: 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. y 4Zi1E SraT 0, Q c0D WF BUILDING OFFICIAL: PLANS `I ITIED DATE: Lob V UCH SSbLJF(()R® EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM I = Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: l BASE AS -BUILT d. INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier . Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/HaRES'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 , ConditionedX BWPM_ = Points_- Overhang_______ Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As - Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.E As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOORTYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 173.0(p) -1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 -0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 -0.28 804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points r7758.4 0.6274 4867.E 10832.4110832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number -of X Multiplier = Total — Tank- -EF -Number-of X Tank X- Multiplier X Credit - Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 18544 4898 10495 33937 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, hit Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0ft2 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft2 _ R=11.0, 785.0 ft2 _ b. N/A R=11.0, 622.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone, cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fmal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code ompliant fea es. Builder Sign e Date: V Cap: 60.0 kBtu/hr SEER: 12.05 Cap: 60.0 kBtu/hr HSPF: 8.25 Cap: 50.0 gallons EF: 0.86 PT, y0, THE STgT 0 a Address of New Home:-J r Ap% o City/FL Zip: "6 'C"I , L' 1'1' cpp , 5S 3a 73 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.2) FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER 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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 For: DR HORTON Notes: 7+' sA ', % E, ":'' ,c"s rra4 ,( y ' „ 4 t. Design lnformati'on:z.# Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2872 2872 22976 22976 0.70 0.40 269 153 Heating Equipment Summary Make TRANE Trade Efficiency 8.4 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load. Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Boldltalic values have been manuallyoverridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % wrlghtsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-26.65 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 --cfm x -32 °F-WinterTD _ 9454 Btuh- 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0. 40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1. 1 x 153 cfm x 18 °F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0. 68 x43 gr/lb moist.diff. x 153 cfm = 4526 Btuh Procedure u - tqulpment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1. 1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0. 68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic 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 RSR26015 2002-Feb-28 13:29:06 ACCK E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA a DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/_Q1NIFOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 wrig htsoft Right -Suite ResideMialTM 5.O.sa RSR26015 2002-Feb-28 13:29:06 ACC, , E:\Files\drhorton\2879\2879REVD.rsr Page 1 BEDRM 4 a n Sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 wrig hitsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 i E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /tn LO. 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WICj4MANUAL2Lengthofexposedwall314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft Ceiings Condit. Option 8.0 ft heat/cool d 8.0 fti heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft2) Htg I Clg ft2) Htg Clg ft) Htg Clg ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c -13C 3..2 1..2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0'>•• 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 1 8.6 3551 9454 3039 91 24241 779 181 479 1541 0 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 3725 10 °/ 859 10°/ 118 10 °/ 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 3234 10°/ 605 10% 107 10% 26 19 Total RSH gain=(17+18)"PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gF tsoft Right -Suite ResidentialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06 AC-CP. E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /th Ld. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH14MANUAL2Lengthofexposedwall10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft i heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg 1 ft2) Htg I Clg ft2) Htg Clg ft2) Htg Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls -and c 43C 3.2 1-.2 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 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0""' 0 0 0 0 0 0 f 0.0 0 0 0 0'*" 0 0'*" 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0'*" 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0++++ 0 0+++. 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 01 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 16 426 137 161 426 1371 16 4261 137 01 01 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 144 10°/ 149 10% 159 10°/ 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int. gains: People @ 300 0 0 0 0 1 300 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 % 103 10 °/ 104 10% 138 10 % 0 19 Total RSH gain=(17+18)*PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ght50FC Right -Suite ResidentialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /tn ta. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM14MANUAL2Lengthofexposedwall36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft Ceiings Condit. Option 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft Iheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft2) Htg CIg 02) Htg Clg ft2) Htg Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 walls -and - c -13C 3.2 1.2 0 e... 0 128 88 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 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0"*`* 0 0'*"' d 0.0 0 0"** 0 0 0 0*"` 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0*"' 0 0 7 Windows and North 27.6 0 0 0'*" 0 0 0 0"*' 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0'*"' 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0"*' 0 0"*' 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 126.618.6 531 1411 454 10 266 86 15 399 128 01 0 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 566 10"/ 154 10% 192 100/ 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People @ 300 4 1200 0 0 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 °/ 549 10 °/ 231 10°/ 157 10 °/ 42 19 Total RSH gain=(17+18)*PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (cfm) 0 328 0 138 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ght50i C Right -Suite ResidentialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 3 I RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: IM LO. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3j4MANUAL2Lengthofexposedwall59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg ft2) Htg CIg W) Htg Clg ft') Htg I CIg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and - c 13C 33 1:2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0***' Heating c 9C 38.7 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 00 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a . 26.6 8.6 90 2397 770 15 399 128 15 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10°/ 906 10°/ 151 100/ 188 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People @ 300 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10°/ 872 10°/ 133 10°/ 167 19 Total RSH gain=(17+18)*PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 0 521 0 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtso,TC Right -Suite ResiderdialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06 CCK E:\Files\drhorton\2879\2879REVD.rsr Page 4 3' bath duct wofnnroof cop \ 24 1e Ilia'•• C• t75 90 I1I6. w w t rag I Irv; 12, Q'sil'! l IPAP w1=4 t 270 t r 270 r Must have a nlninun clearance of 4 Inches around the air handler per the State Energy code. AU duct has an r=6 Insulation value. duct fnnf cop 3' bath duct o roof cap fan' 42X42 A/C SLAB BY BLDR MEN 2' FROM WALL acPAD dryer ducttofcap Rating z C] o m m m w I\ Cu = 00 a Q Cu co Q o r Y N m W •• •• > Z 0 Z p WJ_ CD F Q 5 J O D Q mCL—iU)00 l