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226 Clydesdale Cir - BR04-0000049 - SFRi • PERMIT ADDRESS SUBDIVISION 0;01 Z-o-e CONTRACTOR PERMIT LA _ ' DATE ADDRESS D R Horton PERMIT DESCRIPTION P. 6250 FIazeltine Nat'l Dr #102 Am AL ellOrlando, FL 32822 407)857M01 PERMIT VALUATION EZ3%a dava" o CBC 055300 PHONE NUMBER SQUARE FOOTAGE PROPERTY OWNER %3e;—k ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE F d t7 t7i cn cn CERTIFICATE:OF OCCUPANCY / COMPLETION This is to certify that the building located at 226 CLYDESDALE CIR for which permit 04-00000049 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as YjC,uj e, I I:: complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled Inspected VV ZONING: Inspected UTILITIES: Water Sewer Lines In :g. -2-5 L?Lk 4LL 014 Lines In Meter r Set Tap Reclaimed Water ENGINEERING: Street Drainage 3-2-f -614 yy Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 3' 2-5 oq Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 12/15/03 20.00 01-APPLCTN FEE -ELECTRIC 1/08/04 20.00 01-APPLCTN FEE -BUILDING 11/13/03 10.00 01-APPLCTN FEE -MECHANIC 1/21/04 10.00 01-APPLCTN FEE -PLUMBING 12/04/03 10.00 02-ENGNG DEVLPMT FEES 11/13/03 10.00 01-FIRE IMPACT - RESIDENT 11/13/03 59.27' 01-LIBRARY IMPACT FEE 11/13/03 54.00 9 PAGE: 2 s CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 226 CLYDESDALE CIR for which permit 04-00000049 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/13/03 279.61 11/13/03 91.93 11/13/03 12.27 11/13/03 847.00 11/13/03 12.28 11/13/03 1384.00 11/13/03 650.00. 11/13/03 1700.00 00 y I-) . ' )- L6"L 1 CF- -4 - 3-2--jr, .09 0 R BUILDING OFFICIAL / DATAJ n CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION n SINGLE FAMILY RESIDENCE"" DATE: 03/25/04 6 PERMIT #: 04-49 ADDRESS: 226 CLYDESDALEJ CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: - TOM 407-321-2797' n 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. u q Engineering Fire N/A d `7 ublic Works Zoning N/A aZ14 QUtilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) JOANN JOHNSON 226 Clysdale Cir Page 1 From: DAVID SWEET To: JOHNSON, JOANN Date: 3/29/2004 3:37:04 PM Subject: 226 Clysdale Cir 226 Clysdale Cir. was approved on 3/26/04. You may release the C.o. (as far as Engineering). David Sweet Graphic Specialist City Of Sanford Engineering Dept. Phone (407) 330-5675 Fax (407) 330-5679 5-06-203 7:09AM I -Rum Permit X Job Address: CCTV OF SANFORD PERMIT APPLICATION p Datt: ^ 12 Lof a7I_ — CK Description of Work: T,l Historic Distrlcfi Zoning: Value of Work: 5 Film Sprinkler/Alarm Pool Permit Type: Building—Electrical " Mechanical Plumbing TemporluPole nChangeofSCT\,ICC P Y EIKtrICYI: New Service — p of AMPS 5U 4U Addition/Alteration _:. IMechanScal: Residential Non•Residcntial Replacement New (Duct Layout & EnerSY Calc. Rcyr=fired) Plumbing/ New Commerciul: A of Fixtures aY of Water & Sewer Lincs 11 of G'as I.ineS _ l Plumb( ng/New Residential: N of Water Closets Plumbing Repair — RestdeMiai or Commercia Occupstney Type: Residential Commercial Industrial Total Square Footage: Construction Type: of Stories: is of Dwelling Units: _ Flood Zone: . (FENIA corm reyulrud for othar imam Aaach pmo( of Ownership f'.' Li.oAl D,aCr)Pllun;) Parcelz: 1p_Z (( 1 ? I UC1 1 pwncr. Name : Address (, r j Phone: _.j Q ? — 6 Contractor Name 6 Addresa: 00 ke1 , sl,L,f• '- 3 Z Lj State Liccnsc Number 32 _- Contact Person` 1 I1onding crimpsny: Mortgage Lender: Address: Phone. -- ArchitccVEnginetr: Addr' eis: — fy o wurk Application is hereby made to l work, a permit e fom cwoornve aUnCvds of till laws regulatting 1eonct( rucnon in h srJ1unsdiclion.has l unocr) n 2 ;r t , S-C 'u^ issuance of a permit and that all work will be pert HEATERS, TA,*IKS: and permitmustbesecuredforELECTRICALWORK. PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOILERS, AIR CONDITIONERS, clu. OWNER' S AFFIDAV IT: i eerti(y that all of the foregoing information 6 accurate and that all wt" will be done in complianoc µieh all applicable laµi r,Fuf,nnE con3u, acsian and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEM"f MAY RESULI I:' YOL`I'. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAfN F(NANCNG, CONSULT Wn-H YOUR UF•*1DER 0;,: ^: ATTORNEYBEFORERBC'ORUINO YOUR NOTICE OF COMMENCEMENT, NOTIC : In addition to she rcquirements of lhih permit, than rruy he additional restrictions applicable to this properry Uwt nay be founo in Inc pub6«:iris of this county, and theft rrtay be additional permits requirod imm other governmental cnntics such as watet manogep"nt disrcu, state agencies, Or icon- si,cnc'.ci. Acceptance of permit is venticalion that l will notify the uvmer of the propcny of the rcgwftmcnt-s or Florida o Law, Date T;;n4lurcu(Conmetorv,Ernt -- Dale Signature urOwner/Agent nl CunRaelOriA •nt's c Print Owncr/Agcnl's Namc IOaec Signatu-rey-Satent'F!ond Dine SiGnrturc or Nvlwy.Slver n/ Florda / t,: un,netnr/A cni a PVr'(-,]jly Known lac etr ,n Pci it,rrPlly Known w Mc' ur PrOdvc rd 111 Yruduc Q0 11) -- Al' lO\ Ah1'I(OVf.D IIY:Illdt;' jlnit-., I d: Ihw) (Initial & Otte) Marie A. Zettlemoyer YP6,_ Commission #DD221380 Q= Expires: Jul 15, 2007 aBondedThralording Co" lne' CITY OF SANf•ORD PERMI'r APPLICATION Permit It : I r oc)—fo) Job Address: LZ to C {' Cr, Date: 11'ttilo Description of Work: ` l k.. r^.L/ 1C Historic District: Zoning: Value of Work: S3 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical- Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets -2— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: nn 1 ( Attach Proof of Ownership & Legal Description) Owners Name S Address: •tt` Ur_ Phone: co*WA*TAGL. ,Q&MSING, INC. C (= -C or d3' P.O. BOX 620027 State License Num r: Phone v. aV lAn7l AEG.$QU4 Contact Person:. (YN C_r PING: BOX 620027 Bonding Company: OVIEDO, FLORIDA 32762-0027 Address: Mortgage Lender: Address: Architect/Engincer: 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 w FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date AT SM; k L Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida MART"1e Y. HALL Notary Publics State of Florida My Comm. 80, Feb, 1 2008Owner/Agent is _ Personally Known to Me or Contractor/Agent i;— Personally Knew att pgle y re Produced H) Produced ID 1 YtIlIf1 Nd H e APPLICATION APPROVED BY: Bldg: Zonino: Utilities: FD: Initial b: Date) (initial & Date) (Initial 4 Date) Special Conditions: 9 Initial & Date) THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: V7,D R. Horton Inc. A7 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PSG 0380 CLERKIS # 2003200220 RECORDED 11/06/P003 02:07:13 PM RECORDING FEES 6.00 RECORDED BY L McKinley_ NOTICE OF COMMENCEMENT Prepare in duplicate) 76 C11desd'ie.Ci 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 ppropperty: Lots)-7., 72, 73, 74 and 75 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminofe County, Florida General description of improvements: Single Family Dwelling Owner(s)' D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name:. Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: uNIIHEU COPV MAR YANNE MOPISE CLERK OF CIRCUiT'COUR`A 6E?AlTA0jE COUNT% FLORt1 U ry mm - V 6 24al 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 of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, n . 0 by: o ert awson, ss tant Secretary, Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of Iu)UemY ,2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc.a eTaware Corporation, on beha o tTecorporation. He/She is personally known to me. Notary Public, State and County Aforesaid ota'ry, ignature PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSIOR' FXP 1ULY 26,2006 Notary Seal M COUNTY OF SEMINOLE, IMPACT FEE STATEMENT ISSUED BY CITY OF SAMFORD STATEMENT NUMBER 103-75729 DATE: _ BUILDING PERMIT NU CITY) COUNTY NUMBER: .......... UNIT ADDRESSo ` ' TRAFFIC ZDNEx JURISDICTIONo 06 SEC: ___ TWP: R AGo PARCEL: SUBDIVISIQN (- / TRACT: r/ PLAT BOOK: PLAT BOOK PAGE: __ BLOCK: LOT: OWNER NAME:/\* ADBRESS: _Q _' _ _____________^____ APPLICANT NAME: ^ ADDRESSs ILAND U"E CATEGORY: 001 - Single Family Detached House TYPE USEx Residential ` WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & T_YPE__-- TOTALDUE TYPE DIST SCHEDULE DEGC. UNIT OF UNITS | R8ADS ----------------------------------------- R8ADS ----------------------------------------- ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROAD`-'.; ULECTORS 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 $0384.0O 1 $ AMOUNT DUE $ 2,285.000 STATEMENT RECEA:VEDBY: ' /6- / Lj 41:1 SI NATU E: //y11«f PLEASE PRINT NAME) DATE: NDTE TO RECEIVING SIQNAT8RY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-00JNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, DR OWNER, TO APPEAQF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF. THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCBPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUHTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICEx 1101 [ AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SH[XJLD BE MADETOc CITY OF SANFQRD BUILDING DEPARTMENT 300 41011111 PARK AVENUE 8ANFORD. FL 32771 PAYMENT SHOULD BE BY OAECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF l}E NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLf FAMILY BUILDIN8 PERMIT******************** Permit # ; CITY OF SANFORD PERMIT APPLICATION a. Date: lob Address: Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempol'hy Pole . Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ck? . Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial s Occupancy Type: Residential " Commercial Industrial; Total Square Footage: Construction Type; C - # of Stories: # of Dwelling Units:. ti Flood Zone: (PEMA form required for other fta X) Parcel #: Attach Proof of Ownership & Legal Description) Bonding Company: ____l s % I Address: Mortgage Lender: tsI/"% - Address: Architect/Engineer: phone, 4ORL 1--4t z, Address Fax: _ ' / =M4 4 -i=9;)k 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNEE,' S AFFIDAVIP: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandOng. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCBMENT. NQTICE: In addition to the requirements of this permit, them may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and them may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm' is Lion that will notify the owner of theproperty of the requirem f Florida Lien , FS 713. Signat ` e of Owner/ASDate Si of Contractor/ a nt DateInMNotary-Stat6oLolff! Name Print C n actor/Agent's Signaonda Date rgn re of Notary -State of Florida Date O FI RAC PATRICIA COULTONPTIIACOULTONOwner/AgentPoducedI r rC Mi1> MISSION NT 34330FLORIDA Contractor/Agrn is i ii &T*00 -MIDA Produced IDCOMMISSIONNO. DD134330 _ Produced 1 N NO, DpI MYCLY 26,2006 y P. & LY 26 APPLICATION APPROVED BY: Bldg"t''twK 3Zoning: Utilities: FD: initial & Date) (initial & Date) (initial & Date) (Initial & Date) Special Conditions: s5lu(. 3Q0 Limited Power Of Attorney y _ pp g "1"' 1 .iC. `+I ,t 1 nhearbnameandappoint: Craig Coult4n and r C each agent's of D.R. Horton Inc. To be my lawful attorney In fact to act for me and ply t The Building Dept. of: c. I t' n Go. n rl For a residential permit for work to be performed at: Lot # : l y L-- Subdivision And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 ps$ i Y1 G( Contractor State Registration Number Signature of Contractor This foregoing ins Date: s acknowledged before me this: 3 By: Richard B. Ladd ( Contractor ) Who is personally known/% me. State or1orlda ,PATRICW COULTON ountyrania - NOTARY PUBLIC,pATE9I.M2, IDA COMMISSION NO. DD134- MY COMMSSSION 2 ULY 26 ry Public Signature Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # ZSUBDIVISION: BAKERS CROSSING ADDRESS '72(D BUILDING APPLICATION POWEROFATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS l q&5t SETS OF ENERGY CALCS MANUAL 1/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS V UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT ft;= F rWMAPSt Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Installs Quarterly Payment Amount Contract Number (First payment due onthe Install Annt eersary Date) Any payment deemed 30 days past due rv111 result In the cancellation of this Warranty and Justify removal of the Sentricon System. PUCHASERS NAME AND ADDRESS CUSTOMERS NAME A RES` Name•. Name Address (=„q' ` t ! Address Clty/State/Ztp TCity/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS:LOT Se, SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will. Nvarrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the described propertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay thecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at no additionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVEENERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date'Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and allapplicablerecommendationscontainedInliteratureprovidedbyDowElancot1, Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the...date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4. during those years, Inform the Customer oft a. any new or Increased termite activity noted at the Stations b, any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity, TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobliation. he PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofSentricon agreementforer quarter (3mo period) payable on or before the end of the previous monitoring period. After thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood soil contact, standing water. underpiertypestructure, or as noted In "Special or Additional Comments". the area(:) eliminate faulty plumbing; teaks; dampness from drains; condensation or leaks from the root or otherwise Into,agrees to notif onApexof an to, or under '. thearea(s) baited. At no time will damage caused to any portlon(s) .of the Structure(s), even by an active wood destroying Insectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Fat ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisararang lure DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W p $ ph. INCLUDING STATUTORY W WARRANTIES, WHETHER EXPRESS OR IMPLIED; WARRANTIES, AND SP$CIFICALLY DISCLAIMS ANy . MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR W Il Tk'I'IED WNTES, OF FURTHER, COMPANY HAS MADE NO PANTY OF WORKMANLIKE SERVICE. SERVICEPROVIDEDHERE TION OF FACT OR PROMISE RELATING TO THE PRODUCT OR CustomerexpresslywaivesandreleasesvaTHATycalmsinanylawsuit, OR A tIOUNTED TOAN negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss o EXPRESS WARRANTY,. compensatory, Incidental,, persol consequential, exemplary, or other legal proceeding against Apex for event shall Apex liable for any amount greater that amount paid id the Customer t fuse, diminution of value, economic, P ry, punC ive, liquidated, treble, or special damages if any kind, and In no, o Apexfortheservicetobeperformed. 0 SENSITIVITY/PHYSICAL FACTORS: Customer understands an guests, and/or other temporary or permanent occupants to consultmayhaveand (2)lt es their responsibility to notify Apex in writing sensitivity concerning odors, dust, pollen, respiratory illness, or othe techniques utilized by Apex. agrees that (1)lt is the responsibility of all family members, visitors, physician If necessary regarding any affects the Property treatment of less than two (2) days prior to treatment regarding any allergy or, condition that may be activated or exacerbated by the products and or GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon •System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use ns 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 Sentrlcon" System a. Apex wilit (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet Conventlona31 "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 haveto discontinue the relationship.); (3)lf the Customer and Apex (Partles) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet recelved; (4)lf the Customer elects to discontinue the relationshlp,or If Apex cannot offer an effective dlfferent.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retrleve, or advise Dow'Elanco'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 it 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 'termitlelde being applied on or close to the location of any Station, or; (3) soll is removed or added around the foundation, or; (4) any tampering•of belting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may vold this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging Any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida, In the event of fallure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other a allable 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 isholdtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain In full force and. effect. CHANGE IN LAW, In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement." DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyany.. reason of delays In transportation, shortages of fuel/or 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)termlte damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soli contact; (e)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 fotcommercialarbitrationoftheAmericanArbitrationAssoclatlonoranysuccessororganization, and in accordance with and subject to all' thtprovisionsoftheUniformArbitrationActasinforce1ntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, Thtproceedingshallbegovernedbyonearbitrator, 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 lndividunl'bnsisandnotaclasswidebasis. Apex shall recover all fees, costs, atti!d attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at tote time of purchase constitutes the entire Agreement between the parties aninootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brellevedofanyliabilityhereunderIfApexdetermines, 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 perforlm under this Agreement If the Customer allows Apex access to the IdentiflePropertyforanypurposecontemplatedbythisAgreement, Inkluding but not limited to re -Inspection, whether the Inspection was requestsbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignablei 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 508 S Plumosa St. Merritt Island, FL 32952 407.459.2847 800-929.2847 Orlando Area 7006 Stapoint Ct. #G Winterpark, FL 32792 407-858.0540 888.764.2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877.4$9.2847 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, O Complete sets to include: Foundation plan indieating footer sizes for all boaring walls. Provide side viow detailsa. of those footors with reinforcement bar replacement. o b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, amok* detector, location(s), landings, docks and stairs. Bathroom fixtures and distances from walls art to be shown. Note the Stato of Florida requiromonts for bath door for compliance of Handicapped Code (F.S. 553, Part S) p C. Elevations of all oxtorlor walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearingononbearinginterandexterior. Show all components of wall section. o a. Framing plan for floor Joists whore conventionally framed. Plan toIndicatespan, size and species of materials to be used. p f. Engineered truss plan with details of bracing. Engineered boams for spacing openings to carry and support trusses. Stair details with troad and riser dimensions, stringor size, methods ofg. attachment, placement of haadralls and guardrails. o h. Square footage table showing footag*st Garages/Carports .,.,,.4 QQ5•F• Porch(s)/Entry(s) S.F. a Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis andlor 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 Ofilcial or his representative. S. Other submittal Documents: o it. Utility letter or approval when public water supply and/or sewer system connection to be made. o b. Septictank permit to be obtained from Seminole County Health Department att 400 W. Airport B1vd,Sanford, FI (407) 665-3600. c. Arbor pornilt when trees to be removed from property. Contsct the City Engineer for details regarding the arbor ordinance and permit. O 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNERIBUIL.DER 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 boattis • columns. calls 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sat 10. Framing 11. Tonant Separation / firowall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE. By Owns or Authorize en ) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E in*ucdons on Daces 1. 7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 000(CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 71, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, ff necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): W or ##.### lid O NAD 1927 NAD 1983 0 USGS Quad Map O other: SEMNOLE COUNTY 120289 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATIMS) NUNBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) g" AO, use depth dtbodirg) 1202890045 E 4/17/95 4117195 A X 24.6 B10. Indicate the source ofthe 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: 1z NGVD 1929 NAVD 1988 Other (Describe): B12. Is thebuilding located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 Yes ® No Desicmation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Buildng 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. 1 no diagram accurately represents the bulling, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VIE, V1430, V (with BFIE), AR, ARIA, ARIAS, ARIA1-A30, ARIAH, AR/AO Complete Items C3.-a4 below according to thebuilding diagram specified In Item C2. State the datum used. If the datum Is ditlorent from the datum used fortheBFE in Section B, convert the datum to that used forthe BFE. Shawfield 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 ConversbwConvwts Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top ofbottom floor (including basement or enclosure) 29. 3 fL(m) o b) Top of next higher floor N A . ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) WA . ft.(m) d) Attached garage (top of slab) NIA. R(m) C3o o e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) NIA. A(m) o f) Lowest a4acent (finished) grade (LAG) WA. ft.(m) o g) Highest adjacent (finished) grade (HAG) NIA. ft.(m) S o h) No. of permanentopenings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3 h Qsq in (sq cm) L4 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents mybest efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U S. Code, Section 1001. CERTIFIERS NAME: WIUJAM R MUSCATELLO, JR UCENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. M ADDRESS CITY STATE ZIP CODE 320 E. SOUT S , TE. A ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 10I17103 (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. I For lrwrance Company Use. X)= CLYDESDALE CIRCLE CITY STATE ZIP CODE I Co rrpeny NAIL Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agengbornpany, 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 SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zane A (without BFE), complete Items E1 through E4. lt the Elevation Certificate isintended for use as supporting information fora LOMA or LOMR-F, Section C must be completed. E1. Budding D3iagram Number _(Select the building diagram most similar tothe building for which this certificate is being completed — see pages 6 and 7. Ifnodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (Including basement or enclosure) of the building is _ t(m) ,in.(cm) above or below (check one) the highest a4acent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is , t(m) _in.(cm) above thehighest adjacent grade. Complete itemsC3.h and C3.ion frontofform. E4. The top ofthe platform of machinery ardor equipment servicing the building is _ t(m) _im.(crn) above or below (check one) the highest a4acernt grade. (Use natural grade, if available). E5. For Zone AO only: Ifnoflood depth number is available, isthetop ofthebottom floor elevated in accordance with the oommnity'slleoodplain management ordinance? The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-Issued or community - issued BFE) orZoneAOmust sign here. The statements inSectionsA R G and Eare cared tothe best ofmy Ivawledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official whois authorized by law or ordinance toad rdnister the oommuniVs foodplain management ordnance cancomplete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable items) and sign below. . G1. Theinformation 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. (!ndcate the source and date of the elevation data in the Cormnents area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) isprovided for community floodplan management purposes. G7. This pemdt has been issued for: NewConstruction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) dthe building is: _ _t(m) Datum; G9. BFE or (in Zone AO) depth offlooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Form 81-31, January 2003 Replaces PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 71, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 71 CONTAINS 6760 SQUARE FEET i THIS STRUCTURE CONTAINS 2379 SQUARE FEET i TOTAL CONCRETE 596 SO. FT. t TOTAL SOD 3785 SO. FT. i I BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 59 ' 60 76 LOT 58 1 580 13'33ENVI---- TAL COLT? EASEMENT LOT 71 DRAINAGE TYPE A ry PA11 40.0' 10. 1 0• I 40.0• i PROPOSED iMODEL1965 FINISHED FLOOR ELEVATION-29.3 o I I COVERED ENTRANCE 5.2' 140 o .; o `^20.0' h 10' UTILITY EASEMEN ` LOT 70 N N 00 V O n A-60.83' - PRpo N7g•4g.4 INLET II ERUAIE' OF _90'p_g` - OF_ WA Y 222.41 _ C'"DESD - - TRq ALE CIRCLE PC PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON 15 PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO I w III Rd AREA WITHIN 100 YEAR FLOOD PLAIN, AND ZONE AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 71 AS BEING N00'42'26"E PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: Si JOB NO, ASM42638 DRAWN BY: PLAN 09/19/03 SDO CT qSo' RIGHT OF WAY I" 30' GRAPHIC SCALE 0 15 30 l y CITY Oil-- SiANFORP LEGEND BUILDING SETBACK LINE MLW CENTERLINE POS RIGHT OF WAY LINE POL PCCYxX„xX PROPOSED ELEVATION POC i PROPOSED DRAINAGE FLOW ORPD CONCRETE a L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT p PCP PERMANENT CONTROL POINT PRCP) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK IR CP CONCRETE PAD CSPBPLATBOOKCPGSPAGESR/w 50. FT. SOUARE FEET 32801 (407) 426-7979 MINIMUM LOT WIDY14 POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RICHT-OF- WAY 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. R- 15.0 FOR THEFIRN R. USCATElLO JR. SMN4 28 DATE MM421ASM426NAW(, 9/2300311:30:54 AM 10-03-203 9:52AM FROM P.1 ice{ ``11 `: Permit # :—i lob Address: CITY OF SAN>FORD PERMIT APPLICATION C Date: Description of Work: Historic District: Zoning: Value of Work; SOMMMi• 6 (aJ V'O r-yc g Permit Type: Building FIegrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Servioc —# of AMPS Addidon/Alteitation Change ofSer trice Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) PI umbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Cornmetaial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of stories; # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel is: — T (Attach Proofof Ownership & Legal Description O rners Namc .1r Addrtnss: 0, 4(24U o C 111 Dj S o P - Phone: ''..`l - 9/ o / •, Contractor Name & Address: l rat 101 esQr r • State License Number: 4C r fJ r d /--- PhonePenon:1{7pNivPhone: 1''• G 3 Bonding Company: Address: Mortgage Lender: _ Address: ArchitecVKngincer: Address. Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated, I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separate PermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNFB' S AFFIDAVIT: I certify that all of theforegoing information is accurate and that all work will In done in compliance with all applicxhle. IAwv reguladng constructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOIk PAYINC, TWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OR AN ATTORNEYBEFORERECORDINGYOUKNOTICEOFCOMMENCEMENT. NL) T_tU: 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 thiscounty, and there may be additional permits required from other govemmsatal entities such as water management districts, state agencies, or federal agencies. ACCeptunce of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signstun ufOwner/Apanr Date SicnntureofContractor/Apeut Date Print Own cr/Agcm's N;+me Print tructor/Agent's Name Signature o/ Notary•State of 1 lends Date Signature cry -Butt 0(Flon Uatc rjrI f Bonny G Logan y . ice Y* My Commission D0201061 Owncr/ Agent is -- I'arsonally Known to Me or Contractor/Agent is—''ersonally Known to Me or r or re Expires May 17 2007 Produced ID , - .. _ Produced ID T APPLICATION APPROVED BY: Btdg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Dute) (Initial tic Date) Special Conditions: FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200I: ELEVATKM CERTIFICATE Important Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION ForInsuranceCMWV Use: D. R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 226 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 71, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non -resider t, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/ LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type): W - ##. W or ##.#####' NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COIVW INKY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE SEMINOL. E COUNTY 120294 SEMIINOL E FLORIDA 114. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE (Sj Zane AO, use depthof koft1202940045 E 4117195 4/17195 A 24S B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined 0 Other (Describe): NEAL HIL.ER ENGINEERING, INC, B11. Indicate the elevation datum used for theBFE 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 Dale SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Consladon Drawings' Building Under Construction* 0 Finished A new Elevation Ceriiflpte 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 whichthis oatificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1 A30, ARIAH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If thedatumis different from the datu n used for the BFE in Section B, convert the datum to thatused forMe BFE. Shorn fedmeasurements and datum conversion calculation. Use thespace providedor theComments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top ofbottom floor (including basement or enclosure). 1 ft.(m) o b) Top of next higher floor NIA. A(m) o c) Bottom of lowest horizontal structural member (V zonesonly) NIA. A(m) o d) Attached garage (top of slab) 29. 8 ft.(m) o e) lowest elevation of machinery ardor equipment w m servicing the building (Describe in a Commentsarea) 29.3 tt(m) o f) Lowest adjacent (finished) grade (LAG) 29.6 fl(m) z' o g) Highest adjacent (finished) grade (HAG) 30.0 o h) No. of permanentopenings (flood vents) within 1 it. above adjacent gradeU o I Total area of all permanent openings (flood vents) in C3,h 0 sq. in, (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECTCERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to Interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. a CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT E. 160 ORLANDO FL 32803 SIGNATURE DATE TELEPI 311004 ( 407) 4 i1;79FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In theme spaces, copy the corresponding information from Section A ForlwxmComMUse: BUILDING STREET ADDRESS (inc k&g Apt, Unt Sub, andlor Bk1g. No.) OR P.O. ROUTE AND BOX NO. Policy Number 226 CLYDESDALE CIRCLE CITY STATE `' ZIP CODE Company NAIL Number SANFORD FL 32M SECTION D - SURVEYOR ENGINEER. ORARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) oommunity official, (2) insurance agent/oompany, and (3) building or w. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3•E IS AN A/C UNIT 0 Checkhere if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zane A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for useas supporting information for a LOMA or LOMR-F, Section C rust be completed. El. Bulling Diagram Number _(Select the bulling diagram most sirrn1ar to the building for which this certificate is being completed —see pages 6 and 7. if ro diagram accurathly represents the building, provide asketch or photograph.) E2. The top d the bottom floor (including basement or er>dosure) d the building is , ft(m) _in.(cm) above or below (check one) the highest adaoent grade. (Use natural grade, I available). E3. For Building Diagrams 6 8 with openings (seepage 7), the next higher floororelevated floor (elevation b) dthe bulking is _ ft.(m) _in.(cm) above the highest a*icent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery ardor equipment servicing the building is _ t(m) _in,(an) above or below (check one) the higher adjacent trade. (Use natural grade, if available). E5. ForZoneAO only: Ifno flooddepth number is available, is the top ofthe bottom floorelevated in accordance with the community'stloodplain managementordnance? Yes No Unknown. The local ofW must oar* this information in SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orweds authorized representative who completes Sections A, B, C (Items C3.h and C3.ionly), and E forZone A (without a FEMA-issued or oomrnunky- issued BFE) orZone AO must sign here. The stetemerfs in Sections A, B C, and E are ocrrect to the bet ofmy lv>omWp. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local clkial who is authorized by law orordinance to administer the community's tloo plain management ordnance can complete Sections A, B, C (orE), and G d this Elevation Certificate. Complete the applicable tbam(s) and sign below. G1. The diomration in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is autitorized by state or local law to oe * elevation information. (Indicate the sauce and date d the elevation data in the Comments area below.) G2. A a>m munity olkial oompleted Section Efor a building located in Zane A (without a FEMAassued or cormmunitymissued BFE) or Zone AO. G3. The following information (hams G4G9) is provided foraxnmuri ty floodplain management purposes. G7. This permit has been issued for. O New Construction Substantial Improvement G8. Elevation of as -bulk Icwest floor (including basement) ofthebuilding is: _tt(m) Datum: _ G9. BFE or (in ZoneAO) depthofflooding at the building site is: _ _ 1(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE Check here if attachments FEMA Form e1-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 71, 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), I BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 a9 LOT 591 LOT 586076' S8p° 1 S E_N_y1R0_N_ME_NTAL C TR 1 ••c ry9 LOT 71 / o -` s ti9 e 40.0- 10.0 LOT 72 w U) IJD ONE STORY CONCRETE BLOCK LOT 70q-.N RESIDENCENoFINISHFLOOR m EIEVATI0Ne30.13 d wc N O z N N O •- COVERED O NENTRY Nh_ WALK IS ' 14 OFF _ 9 I J 10'lim.... h- . •.. :.<S,..... dtii j ryD WALK ISo,$ N79.4914PT8y:,;. c/N o. N7g•49 WCENTEROFERlp, i_ WAr CL roESDALE 222 41- -- CERTIFIED TO AND FOR THE TRACT C/RCLE PCEXCLUSIVE USEOF: s0' RIGHT of WA D.R.H. TITLE COMPANY OF FLORIDA INC. AY FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, i , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 03-9-04, UNLESS OTHERWISE SHOWN. 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. 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,LR.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 COUNTY VERTICAL CONTROL AS FURNISHED. iE EASTERLY LINE OF LOT 71 AS EING NOO-42-26"E PER PLAT. FIELD DATE:) 12-5-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ ASM42638 FINAL 3-9-04 CKS JOBNO. FOUNDATION 1-8-04 CK8 DRAWN BY: I -- M .., a.,,, LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE Z4 EXISTING ELEVATION ii''11 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 CPCONCRETEPAD CSCONCRETESLABC CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE 1" = 30' GRAPHIC SCALE 0 15 30 OFND 1/2" IRON ROD AND CAP LB05393 (03/09/43) QFNo NAIL AND DISC LB 04671 (03/09/04) AI 1 SET 1/2* IRON R00 AND CAP 1LB /6393 (03/09/04) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE IDIDENTIFICATIONPOL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA FOR FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 _ Builder: DR HORTON Address: 'a Q, U ( I q1 E" Nkl C C._ P Permitting Office: City, State:`-- K.Fc Pi- Permit Number: Owner: S. K. OCQ Jurisdiction Number: Climate Zone: Central I , New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr3. Number of units, if multi -family I _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? yes 6. Conditioned floor area (W) 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' HSPF: 7.60 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14, Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R-3.0, 1026.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R-I 1.0, 302.0 ft' _ d. N/A c. Conservation credits e, N/A HR-Heat recovery, Solar 10, Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005,0 ft' _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup, R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: _ r - I hereby certify that this building, as designed, is in compliance with the Flo ,Enamy,C'0de. DATE: En G e® Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL DATE: orgy amv kvOrblvm rLr%1.,00 v3,Y) A 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 1967.0 25.78 9127.7 Single, Clear MN 1.0 6.0 32.0 37.74 0,97 1172.9 Single, Clear ICE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.54 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56,64 0.99 3034.9 Single, Clear ICE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211 A Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2Exterior20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8Raised0.0 0,00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 k EnergyGauget DCA Form 60OA-2001 EnergyGougeOlF1aRES'2001 FLRCSS v3.2 A FORM 60OA-2001 y SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 37380.3 0.4266 15946.5 38631.1 38631.1 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 13036.5 13036.5 EnergyGauge"" DCA Form 600A.2001 EnergyGaugeMaRES2001 FIRCSB v3.2 A FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #:-I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8,34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 AS -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8Exterior1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6BaseTotal: 1356.0 2651.6 As -Built Total: 1356.0 4495.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2Exterior20.0 5,10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1268.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1256.9 As -Built Total: 2005.0 1243.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge insulation 0.0 202.0(p 2.50 506.0Raised0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 600A-2001 EnergyGaugeVFlaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , . PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 5224.7 0.6274 3278.0 8232.8 8232.8 1.000 1.00 1.078 x 1.160 x 1.00) 0.449 1.250 0.449 0.950 0.950 4392.1 4392.1 EnergyGauge'lm DCA Form 60OA-2001 EnergyGauge&RaRES2001 FLRCSB v3.2 f FORM 60OA-2001 V 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 solo 0.86 4 1.00 2623.63 1.00 10494.6 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water -- Total Points Points - Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS EnergyGaugeym DCA Forth 60OA-2001 EneWGaugeVFlaRES2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: / / , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE C14MCI MT MPONREQUIREMENTS_FOR CH PRACTICE CHECK ExtedorWindows& Doors BC. 1 Maximum:.3 ctratso.ft, window a a• .5 cfm/sq,ft, door area. Exterior & Adjacent Walls 606.1,ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding we foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier Is Installed that extends from and 15 sealed to the foundation to the o I e, 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 seems. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Is installed that Is e i at the rie r t 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 695,1.ABC.1.2.5 Air barrier on Pod —meter of floor cavity between floors, Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combo Lion air. AA- 99 AT41DD D12=Qf%010TIVC RaCA01IC2=0 O P NENTS RJEWIREMENM CHECK Water Heaters 612.1 Comply with efficiency requirements In Table 6-12, Switch or clearly marked circuit breaker el ric r cutoff a must be Provided. External or built-in heat trap ui ed 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 I n f °. Showerheads 6121 Water flow must be restricted to no more than 2.6 glilons Per minute at 80 AirDistributionSystems610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated, and installed in accordance with the criteria of Section 610. DuctsIn unconditioned attics: R-0 min. Insulation, HYAC Controls 607.1 a arate readily cce Ile manual or automatic thermostat for each m. Insulation604.1, 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 EnergyGaugeQD/FlaRES'2001 FI-RCSB v3.2 r , ENERGY PERFORMANCE LEVEL (EPL) 1 DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, ifmulti -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. NIA 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New 12. Cooling systems Single family 1 a. Central Unit 4 b. N/A Yes 1967 ft' c. N/A 222.0 ft' 13. Heating systems 0.0 W a. Electric Heat Pump 0.0 ft' 0.0 ftz b. N/A R-0.0, 202.0(p) ft c. N/A 14. Hot water systems a. Electric Resistance R-3.0, 1026.0 ft' R=11.0, 28.0 ft' b. N/A R-I 1.0, 302.0 ft' c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 2005.0 ft' 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 It RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliagfeatures. Builder Signature I 1 ' 6 Date: C. 0 Address of New Home:' W-0 CI \ It-164-E' City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 _ Cap: 42.0 kBtu/hr _ HSPF: 7.60 _ Cap: 50.0 gallons _ EF: 0,86 _ PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. ThisiszWaBuildingEnergyRating, if yourscore is 80 or greater (or 86 fora US EPA/DOE EnergySta?7311designation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. ContacttheEnergyGaugeHotlineat3211638-1492 or see the Energy Gauge web site at www.fsec. ucf, edufor information and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contacttheDepartmentofCommunityAffairsat8501487-1824. EnergyGauge® ( Version: FLRCSB v3.2) r RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project For: D.R.HORTON Notes: Design Information Weather: Orlando_AP, FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 BtuhDesignheatload33617Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ftZ) Heatin 19 Cooling 1967 Volume (ft) 15736 15736 Air changes/hour 0.80 0.40Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°FHeatingtemprise0OF Actual heating fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat 93 OF 75 OF IN OF 50 % 43 gr/lb Sensible Cooling Equipment Load -,Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total Sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 StuhTotallatentequip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fanCoolingairflowfactor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfmBtuh 82 Bo/dlttaUc values have been manually ovenidden 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t Wregihtsoft Rigio sake Residentwym 5.o.64 RSR26015 2002-Mar-0612:12:28E:FNealdrhorlon1198611985.rarPape 1 a RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House i DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 OF Winter TD = 7400 Btuh3. Winter Infiltration HTM 7400 Btuh / 260 ftz Total window = 28.5 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 OF Summer TD = 2081 Btuh3. Summer infiltration HTM 2081 Btuh / 260 ft' Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 105 cfm = 3100 Btuh rroceaure o - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD Sensible load for structure (Line 19) + 990 Btuh Sum of ventilation and structure loads = 24414 25404 Btuh BtuhRatingandtemperatureswingmultiplierx Equipment sizing load - sensible 0.98 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 BtuhInternalloads = 230 Btuh x 5 people + 1150 BtuhInfiltrationloadfromProcedureC + 3100 BtuhEquipmentsizingload - latent = 5724 Btuh uonstructlon Quality is: a No. of Fireplaces is: 0 Boldl/rallc values have been manuaW overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvngil"1'tsOft Rigm-st o Rewdentw- 5.o.64 RSR26015 2002-Mor-0612:12:28E:1Fpsa1dr11orton\19861198b.rar Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32748.6206 Phone: (407) 831.2N6 IN W S D W G L S S O N A S O O W C W SNKIALOTHVGNHVVHHNHDYRLAWRAHLGCRRGTAAWLZEMDGZLOXYTMRR LIVING a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0anseaCn0d11901.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH VVng 9tS0'FC RIphFSu% Reeidentlml ' 6.0.84 RSR26015 2002-Mar-0812:12:28 1 E:\FNeaWrtrorton\1985lM,rar Pape 1 F RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONINGA Job:1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32704206 Phone: (407) 831.2665 J: fxn to. 1 Name of room Entire House LIVING LAUNDRY M/BTHj4M^" wm 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft3Roomdimensions Ceiings Condit, Option 8.0 ft heat/cool d 31.0 x 13.0 ft 8.0 ftj heat/cool 10.0 x 6.0 ft 8.0 It heatlood 9.0 x 18.0 ft 8.0 ftj heaticool TYPE OF EXPOSURE CS NO. HTM Htg Clg Area its Load (Btuh) Htg Cig Area Load (Btuh) Area Load (Btuh) Area Load( BtuCI'm Htg Clg M Htg Cig ft 19 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 1.9 48 48 0 0wallsandc13C3.2 1.2 320 64 80 48partitionsd0.0 0.0 0 0 0 0e0.0 0.0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0glassdoorsb8C37.0 54 1996 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0""' 0 0 0 0`"•' e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 7 Windows and doors North 20.4 16 326 3 59 0 0 0 0glassNE/NW 39.4 80 3152 32 1261 0 p 0 0CoolingENV0.0 0 0 0 0 0 0 0 0SE/SW 47.4 128 5975 20 953 0 0 0 0South0.0 0 0 0 0 0'"• 0 0 0Hors0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 266 1221 546 0 0 0 0 0 0exposedb12C2.9 1,9 28 81 54 28 81 54 0 0 0 0 0 0wallsand partitions c 13C d 3.2 0.0 1.2 0.0 302 951 353 64 202 75 62 195 73 48 151 56 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361b c 0.0 0.0 0.0 0.0 0 0 0 0 0 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 0 0 0a f 0.0 0.0 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 11 Floors Note: room a 22A b 25.9 0.0 0.0 0.0 202 0 5236 0 54 1400 0 10 259 0 6 156 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0.0 0.0 0.0 0,0 0 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 0 0 0 00000000 12 Infiltration a 28.5 8.0 260 7400 2081 75 21351 6001 18 612 1" 0 0 0 13 Subtotal loss-6+8..+11+12 30561 8048 1334 1581Lessexternalheating000 14 Less transfer Duct loss 10 0 3056 10°/ 0 805 10 0 133 10 0 5815Totalloss =13+14 33617 8853 1467 840 16 Int. gains: People C 300 5 1500 0 0 0 0 0 17 Appl• C 1200 Subtat RSH gain*7+8..+12+16 2 1800 22195 0 0 1 600 p 0 0 Less external cooling 0 4644 0 1129 417 Less transfer 0 0 0 0 18 19 Dud gain Total RSH gainu(17+18)•PLF 10 1.00 2219 24414 10 °/ 1.00 464 10 0 113 10 42 20 Air required (cfm) 1383 1383 364 5108 289 1.00 60 1242 70 1.00 458 261 28 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Aw"%a H' tlSOft Rlgh1Suft R$$Idsndal'm 5.0.64 RSR2801b 2002-Mr-0812:12:28E:\FA9$\drhorton\1t186N965.ra Pape 1 RIGHT-J WORKSHEET Enure House IL-1. 0 DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 14116198 109 COMMERCE STREET, LAKE MARY, FL 32746-620e Phone: (407) 831-2666 J: Rn E0. 1 Name of room MBR OR 2 OR 3 BR 414MANVAL2Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 it3Roomdimensions14.0 x 17.0 ft 11.0 x 14.0 It 14.0 x 12.0 ft 11.0 x 11.0 ftCelingsCondit. Option 8.0 ftl heaVcool 8.0 Ill heatfc0ol 8.0 fill heaVcool 8.0 ftl heat/cool TYPE OF EXPOSURE CSIN01 HTM Htg Clg Area Load (Btuh) Htg Clg Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) I I ft) Htg ICIg ft) Htg I Cig ft) Htg Clg 5 Gross a 1413 4.6 2.1 136 88 208 88Exposedb12C2.9 1.9 0 0 N. 0 0 N.. walls and c 13C 3.2 1.2 128 0 0 0partitionsd0.0 0.0 0 p 0 0 N e 0.0 0.0 0 0 0 0f0.0 0.0 0 0 N 0 N N. 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591glassdoorsb8037.0 0 0 0 0 0 0- 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0•"'" 0 0 e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 01 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0CoolingEM0.0 0 0 0 0 0 0 0 0SE/SW 47.4 0 0 0 0 14 663 14 663South0.0 0""• 0 0 0 0 0 0 0Horz0.0 0 0 0 01 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net exposed a 14B b 12C 4.6 2.9 2.1 1.9 104 0 479 0 214 72 332 148 192 US 395 72 332 148 walls and c 13C 3.2 1.2 128 403 0 150 0 0 0 0 0 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 0e0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 206 269b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 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 0 0e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 11 Floors Note: mom a 22A b 25.9 0.0 0.0 0.0 33 0 855 0 0 11 285 0 26 674 0 11 285 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, for slab d a 0.0 0.0 0.0 0.0 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 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 4551 128 18 455 128 16 455 128 13 Subtotal l0ss=6+8. +11+12 4235 1925 2890 1869Lessexternalheating000Lesstransfer0N.. 0 NN 0 N Ni. 0 N. 14 15 Duct loss Total loss =13+14 109/ 423 4658 10 192 NN 10°/ 289 10 0 187 2117 3179 2056 16 Int. gains: People ® 300 1 300 0 0 0 0 0 0Appl• ® 1200 0 0 0 0 0 0 0 N. 017SubtotRSHgaina7+8. +12+16 Less extemai cooling NN 2711 H. 12500 16011 1250 Less transfer 0 0 0 N. N.. N" 0 18 19 Duct gain Total RSH gain=(17+18)`PLF 10 1.00 271 2982 10 1.00 125 100Y 0 160 10°/ 0 125 20 Airrequired (dm) 1921 169 87 1375 78 1.00 1311 1160 100 1.00 1125 1 851 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wnghtsol Rtht•Suite RaeklentW- 6.0.64 RSR26015 2002-Mar 0812:12:28E:\FNesWrhorton\1986\1986.rer Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Job. 1965 11/16/96 J: (in to. 1 Name of room FAMILY KITCH/NOOK BTHj4MANUZ2Lengthofexposedwall33.0 ft 18.0 ft 0.0 ft3Roomdimensions15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ftCefingsCondit, Optlon 8.0 Itl heat/cool 8.0 It heaV000i 8.0 It heaVcool TYPE OF C5 HTM Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) AreaEXPOSURENO. Htg Cig Htg I Clg Htg I Clg ft) Htg I Cig Htg Cig 5 Gross a 14B 4.8 2.1 264 144 0 N.. N.. N Exposed b 12C 2.9 1.9 0 0 0 N. N walls and c 13C 3.2 1.2 0 0 0 N. partitions d 0.0 0.0 0 0 0 N.. a 0,0 0.0 0 NN N 0 N. NN 0 N NN f 0.0 0.0 0 N» 0 N.. N 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1896 0 0 Heating o 9A 29.9 0 0 0 0 N•' 0 0d0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0f0.0 0 0 0 0-1 01 0 7 Windows and North 20.4 5 99 4 85 0 0glassdoorsNE/NW 39A 0 0 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0SE/SW 47.4 49 2329 29 1367 0 0South0.0 0""•• 0 0 0 0 0Horz0.0 0 0 0 0 0•"" 0 8 Other doom a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240b0.0 0.0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0e f 0.0 0.0 0 0 0 0 0 0 0 0 00.0 0.0 0 01 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0Isdispl, for slab d a 0.0 0.0 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 0 0 0 12 Infiitretion a 1 28.5 8.0 54 1537 4321 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 NN 183Lessexternalheating000Lasstransfer00NN N.. N.. 14 Duct loss 10 QA 5" 10 QA 366 10 1815Totalloss =13+14 6423 4022 201 16 InL gains: People ® 300 4 1200 0 0 0 pAppl. (r 1200 0 0 1 1200 0 017SubtotRSHgain=7+8..+12+16 5127 3826 240LessexternalcoolingNNN. 0 NN 0 N. 0 N». Less transfer 0 w. NN 0 N. NN18 19 Duct gain Total RSH gain-(17+18)'PLF 10 1.00 513 5640 10 1.00 383 4208 10 1.00 yq N 20 Air required (cfm) 264 320 1 165 238 81 224 15 Printout certified by ACCA to meet all requirements of Manual J 7th Edwr'1%aHVsc3''R RIpMS%ft ResldsnUalTM 5.0.64 RSR26015 2002-Mar-061212:28EAFNesWrhorton1198511985.rsr Pagra 3 I" lecd lOD. osso IN12 Ind 325 MIbvv e6' eai 10.10 ra m 10' 6' 3' bath duct to roof cap fon Md — g JOrztO rap ax 6' la e.cdrlogoa 4. 72' 07' •4• w Bx4 lac 4 1 ahu f01 f IWO 3Kd I I 240 ® 4 4' I10 teed 8x4 2 M N W A leX12 Nro07WAo 3 A D 9 Fzl7D 70' Y rZ V) 4' bnth duct coptdf_ i4 rE) DYJfroofInd1146 4' dyer duct7' to roof cap 12>d Ind 1ex13 pan14524X14 RAD platform by bW TW VAOKV e240v WH scale Must have a ""1'" Clearonce of a IndleS around the oM hondler per the State Energy code. All duct has an r=6 blsuotbn value. A Z o cYu' ro U Rating r z to -i 41 Mi"I"eke August 21, 2003 MiTek Industries Inc 145% Nodh Outer Forty Drive, Sub 300 Chesterfield, NO 63017 USA 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 : I4673734 thru 14673754. Total: 21 drawings. Job :DR1965F Builder :D.R. HORTON Location :STANDARD MODEL 1965, ELEVATION F 40 County :SEMINOLE /-( 2 • O ( 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) 21 Truss drawing. 2) Truss Index. August 21, 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. t TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 14673734 1,"\DR1965F\a11.tre" 14673735 2,"0R1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\al7.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,"\DR1965F\a2.tre" 14673740 7,"\DR1965F\a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\agl.tre" 14673743 10,"\DR1965F\ag2.tre" 14673744 11,'1DR1965F\b.tre" 14673745` 12,"0R1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965F\j.tre" 14673748 15,"\DR1965Fy1.tre" 14673749 16,"\DR1965F\k.tre" 14673750 17,'1DR1965FU.tre" 14673751 18,"\DR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F1s1.tre" 14673754 d t>Fic•N: 4 Pki. 45161 ,t STATE OFv • ' ORI April1, 2003 Awmxrm - ver•W d.,*4n pammetere wad READ Nona ON Tine AND RRV!l m aws Har'oRs un. ID Design valid be use only with Mitek connectors. This design b based only upon polometsa shown, and is for an Individual building component to be Installed and looded verllocly. AppS¢abWy of dNlgn poraeneten and propel Inoorpoiatlon of component b responsbwly of buldkrg designer - not puss designer. Siccing shown b for bfetal support or Individual web members only. Additional lempaary bracing to Insure stability duilng condeuctbn is the responslbMy of the erector. -Additional permanent brbeing of the overall stluctum is the responsblNly of the building designer. For general guidance regarding fabrk;allom quality confect storage, debery, erection and bracing, consul! GET-88 Quality Standard, DER-tW Smoft SWM*atkx% and HIS-91 M iTek® Handift MstalSlo naandNoekqRecommendationavobleteam Truss Plate institute, $83 D'Onof io Delve, Modkon, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All 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 tabWar pkrting format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEIIS 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 slats. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 000 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARINGLnA ;_ Indicates location of joints at which bearings (supports) occur. FORMM8,Ot9 WISC/DILHR 870040-N, 930013-N, 910080-N e M1 MTek® PANEL Tm CLtP MYDRiT,+R/R General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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. 01M Mitek Hollings, Inc. J,%b Truss Truss ype ty y DR1965F A ROOF TRUSS 16 1 14873734 Job Reference to tionap XGCU-SPAN- , s e r e n u rles, nc. on ar : . age 7-" 1 13-6-10 20-0-0 26-" I 32-10-13 F 40-0.0 #2.0 1-0-0 7-13 a-" 6-" 6-" 638 7-13 1-0.0 Scale = 1:68.6 5.00 12 5x6 8 5x6 -:7- 5x8 4 6 2x4 2x4 3 7 61 2 a 9 I$ 3x8 — 14 13 12 1110 3x8 = 3x4 = 3x8 = 3x8 = 3x4 = 3x8 = 10.3.14 20.0-0 20-8.2 40-0.0 10314 9-8-2 9-8.2 10-3-14 Plate Offsets ; _ _ _ LOADING (psf) SPACING 2-0-0 CSI DEFL in Doc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP'No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8.15 oc bracing. WEBS 2 X 4 SYP No3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 -1951 /0-8-0, 8 =1951 /0-8-0 Max Harz 2--190(load case 5) Max Uplift 2=-809(load case 41, 8=-8090oad case 51 FORCES 0b1 - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6.7=-3345, 7-8--3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h,- 18ft; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.M6634 Wmmo - Ver{jjt &at" parametom and READ NOTES ON THIS AND REYERBE BIDE BEFORE un. Design vasd tot use only wRh MRek connectors. This design is based only upon parameters shown, and is for an IndlMuol buldkng component to be Installed and loaded vertically. Applicability of deegh parameters and proper Incotpotatlon of component Is tespornlbilly of busding deNflner - not tfuss designer. Brocing shown Is for lateral support of Individual web members only. AddObnal temporary bracing to inure dabl lly during construction is the tesponslbNNy of Me erectot. AddRiota petmonent briscing of the overall shucture Is the tesponsibllly of the bulldkp designer. For general guidance regarding tabticatlon, quality control slorage, delivery, erectlon and Wdcing, consult QST-8111 Quality standard, DSO-89 Sraeft speellka8on, and NIO.91 Nandift Installingnq and 11roeRecommerdallon avasoble m WasPrate Institute, 593 D'Onohb Dtive, Modbom Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t 2/* * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rc 0 For 4 x 2 orientation, locate plates I/6" 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 refef to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral tracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CUP FORMO18,019 eiraf q-MAs. ® _ OfVMO-AAOD. General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01M Mitek Holdings, Inc. J. " f Truss Truss Type ty y HORTO 14673735 DR1965F ` A11 ROOF TRUSS 1 1 Job Reference to tional) sFebt oIndustries, nc. on Mar age L4 5.8.14 11 0 0 17-0-0 23-0-0 I 29-0-0 I 34-2-2 I 40-0-0 411FpI 1-0-0 5-9.14 5-2-2 8-0-0 6-0.0 6-0.0 5-2.2 5-9-14 1-0-0 Scale = 1:89.8 5x8 = 5x8 = US= 3x4 = 5.00 12 4 5 8 7 2x4 2x4 :- 3 8 d 2 9 101— 1 3x8 = 15 14 13 12 11 3x8 4x8 = 3x4 = 3x8 = 3x8 = 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0 0 9-0-0 9-0-0 11-0-0 Ste Offsets I - - - ! - e LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 1999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 360 Weight; 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No,21) SOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS fib/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 =114(load case 4) Max Uplift2 - -763(load case 2), 9--763(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 -14, 2-3=-3770, 3-4--3361, 4-5 = -3129, 5-6 = -3856, 6-7 =-3129, 7-8 = -3361, 8-9 = -3770, 9-10 =14 SOT CHORD 2-15-3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11=3439 WEBS 3-15=-368, 4-15=872, 5-15--854, 5-13=106, 6-13-106, 6-11 =-854; 7-11=872, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; 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. 41 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 Ito uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMa • Vorft &*Wn pw amotwu and READ NOTE8 ONTA30 AND REVERS Z BIDE BEFORE E=. •e0e"Ae® Design vasd for use only with Mliek oonnectas. Thk design k based only upon parameters shown, and It for an Individual building component to be Installed and loaded vedlocky, Applicability of design paramebers and proper Incorporation of component b respons burly of building designer - not truss design rt. Siccing shown It for W wal support of Individual web members only. Additional temporary orocing to Insure dablilly, during construction k the iesponsa>1Mly of the electot. Additional permanent bibcing of the overall structure k the tesponsbNly of the building designer. For aerial guidance regarding fabrication, quality corntiol, storage, doWery, erection and bracing, consull OST-85 Quality Standard. DSt-89 Naoing Specification, and NIS-91 M iTek Handling InstoNing and BraitV availableavable from Truss PW to Institute. 583 D'Onofrlo Drlve, Madison. W153719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I /e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chars. 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 Wn.4 Indicates location of joints at which bearings (supports) occur. FORM18,019 0 cc 0 x U ci 0 1— Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329,4922 SBCCI 87206, 86217, 9190 WiSC/DILHR 870040-N, 930013-N, 910080-N 0 MiTek® TM PANEL CUR0HyximaAare General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1 A 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 food 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 stocks 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. 01 M Mitek Holdings, Inc. a F; Jilb Truss Truss Type ty y 14673736 DR1965F A13 ROOF TRUSS 1 ii Job Reference to floral) s e l e n ustries, nc. on Mar 31 14:31:47age k 11:4 6-9-14 13-0-0 1 17-6-0 22-" 27-0-0 } 33-2-2 + 40-" 11 1-0-0 e-044 6-2-2 4-e-0 441-0 441-0 6-2-2 6-9-14 1.0.0 Scale -1:69.8 5x6 = 2x4 11 3x4 = 5x6 = 4 5 6 7 6.00 52 2x4 \\ 2x4 3 bZ! 2 9 tONI 3x8 — 16 15 14 13 12 11 3x8 — 3x4 = Us = Us = 3x4 = 3x6 = 3x4 = 9-1-14 17-8-0 22.4-0 30.10.2 40-0.0 9.1-14 6-6-2 4a-0 8-6-2 9-1-14 ate sets : - - , , - _ LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 ggf,.L 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a L 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD ` 2,'X, 4 SYP No.21) TOP CHORD Sheathed or 2-9-8 oc purlins. Bal CHORD 2 X 4 SYP No21) BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) 2 =1951 /0.8-0, 9 =1951 /"-0 Max Harz 2 =131(load case 4) Max Uplift2 = -735(load case 4), 9=-735(1oad case 5) FORCES 0b1 - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT''CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9.11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 --368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; It -18f ; 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 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASEIS) Standard Junsidie Budiman, Lic.#451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WMMNO - Verft dtaign parainwtem and READ NOTEB ON U= AND R61/ERSB SIDE REPO= UM. Design valid for use orW with Wok connector. Thk designk based only upon parameters drown, and Is is on Individual buMdNp component to be Installed and boded vertically. Applicability of desgn parameters and proper hoapaatlon of component Is responsDWly of building deNpnet - not huss deslpnet. Bracing drown Is for lateralsupport of Individual web member only. Addlllonal tempolcry bracing to insure dabNay during condiuctbn k the iesponsibl:ty of the etectot. Additional permanent bn>Saing of the overoll sttualum Is the responslbOy of the budding designer. For general guidance regadino fabrication. quality conhol, slaage, delivery, etecllon and bracing, consull GIT-68 Quality Standard, DSS-W Bracing Speclll"Am, and HIS-91 Handling p oMm and SwtngaMicammendation avollable ham Truss Pbte Institute. 863 D'Onoblo DrNn. e. Madison. WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/» '; *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. 1/e„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachui Other. O VVEBS , J5 cr 3. Place plates on each face of truss at each 4 x 2 orientation, locateFor i , ; , ; Q joint and embed fully. Avoid knots and wane plates /s" from outside edge of v o a at joint locations, truss and vertical web. O a o 4. Uness otherwise noted, locate chordssplices at A panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead loaddeflection. 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 dimdimension is the length parallel9pa 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, oeop unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. s ® 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 CUPE1- erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 QP MAIROD' A Job Truss Truss Type Qty Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MITek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 M 11-0-0 7-9.14 15-0.0 20-0-0 25-0-0 I 32-2-2 I 40-0.0I 1.0.0 7-9-14 7-2-2 5-0-0 5.0.0 7-2-2 7-9.14 sw. • 1sees see = 2x4 11 5A = 5.00 12 4 5 8 Sxe G Cud 3 7 jj 2 B tdt Iy aid = 14 13 12 11 10 3r9 = 3X4= 3A= Us = 314= 3W= 10-3-14 20-M 29.8.2 40-0-0 1 10314 9-8-2 9.8-2 10314 Plate Offsets KY): 2:04-2 0-1-83:0-3-00-3 0 4:0-3-0 0-2-4 6:0-3-00-2-4 :030 0-3-08:0-42 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCiDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0.0 Rep Stress Ina YES WB 0.32 Horz(TL) 0.16 8 Na BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) 'Except' TOP CHORD Sheathed, 13 2 X 4 SYP NoAD, 7-9 2 X 4 SYP No.1D BOT CHORD Rigidceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP N0.21) WEBS 2 X 4 SYP No.3 REACTIONS (Ibdsize) 2=1951/ 0-8-0, 8=1951/0-8-0 Max Horz2=148(load Case 4) Max UpIM2=-759(load case 4),8--759(k)ad case 5) FORCES (Ib) -First Load Case Only TOP CHORD 1-2= 14, 23=3881, 3.4=3332, 45=-2888, 5-6=-2888, 6-7=-3332, 7-8--3661, 8-9=14 BOT CHORD 2-14= 3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14=-4f8, 4-14=885, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf, BCDL=5.0psF, 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 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASES) Standard Junaidie Sudiman, Lic, #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.# 6634 QWARNING - VerW design paranWorw and RILW N0TX81 ONTMX AND RBVZJWB di MN BBROM I=. s>•rsr® Design void for use only wNh MRek connecto t, This eNrlpn Isbated only upon parameters shown, and is fa an YW Wucl bulling component tobe kttlatled and loaded vertically. Applicability of deskm paramehm and pop" Incorporalbn of component is retponsitAy of buldkrg detbi -trot Muss design". &oc ng crown Is tar Werai support of WK Wduoi web members ony. Additional temporary broctrg to Nrerue dabllty during conamctbn is the responsblify of the 900101. AddMkonal pelmanent btUcing of the overal shuclupe Is the resporubisly of the building designer. For genial gukdance far regording icafion, qualdelivery. erectionand blaeing, "anal owes Quay Nbarulmd. D111-89 ftwing specification, and HIN-91 MiTek® Nand&& Yr1a0m and NrocisrgNeaammerrdaelonavailablefromTrussPlateYrtlule, 693 D'Onokb Drive, ModbM W153719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. a 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabWar plating formal rotor to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4; perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N a- El MiTeke OD AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Ploce plates on each face of truss at each Q 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. PANEL TM 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, a 1M Wriek Holdings, Inc. FORM018,019 Y T; ruse Truss Type ty y 14673738 DR1965F' A17 ROOF TRUSS 1 1 Job Reference to tional) sFebi eIndustries, nC. on er age r 1-0-0 8.1-3 11.6.10 17-0.0 23-0-0 28.5.8 i 33.10.13 40-0-0 41-04 1.0-0 6-13 55-6 55-6 8-0-0 5-5-0 5S8 6-1-3 1-0-0 Scale a 1:69.8 5x8 = 5xe = 00 12 5 8 3x4 3x4 4 7 Us i 5x8 3 8 n 2 9 10Id1 3x8 16 15 14 13 12 11 3x8 3x4 = 34 = 3x4 = 3x8 = 3x4 = 3x8 = 8.4-11 17.0-0 23.0-0 31-7-5 40-0-0 8.4.11 8-75 8-0-0 8.7-5 8.4.11 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Ven(TL) -0.54 11-13 >880 BOLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min I/deft = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BQT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz2=165(load case 4) Max Uplift2--781(load case 4), 9=-781(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD - 1-2=14, 2.3=-3817, 3-4=-3552, 4-5=-2689, 5-6--2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2.16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 -3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; panialiy; 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 781 lb uplift at joint 2 and 781 Ill uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic.X451 10 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARMNO - Vero d*dSn parameter and A&4D NUMB ON TEASAND REVERSEBWB BEMRE US6. sertetr® Design valid fot use only w4h Mlfek Connector. This deft is bated orgy upon porameters Chown, and is to on Individual bulding component to be Installed and boded vodka*, Applicability of d*OW mameter and propel kxx rporotbn of component is responsbeNy of buidg dstlgner - not bust designer. & acing shown is toll latmal support of Individual web memben only. Additional temporary bracing to baure stability during condluctbn is the iesponsbMNy of the eecloi. Additional permanent tx'hg of the ovemi sfruclue is the wspondbiiy of the building designer. For genial guidance iegordlnng lubrication, quality conbol. storage. delivery. erection and bnactg, consult oti-M Quality standard. Dli koci g3peaftalbn, and Mli-91 MiTek® HandingIr'etolinnaand imoi ng Recommendation ovaiabM from Trues Plate hd#ute. $63 D'Onobb Drive. Madison. WI 53710. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. A„ ye., For 4 x 2 orientation, locate plates I /a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS 0 cc U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicukar 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 40,00 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 cUP FORM018,019-!NAIL MYORi11AiA General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords recuire 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. 0 1993 Mitek Holdings, Inc. JPb suss Truss Type ty y 14673739 DR1965F' A19 ROOF TRUSS 1 1 Job Reference to tignal) u sFebi eIndustries, nc. on Mar 31 14:31:50age M 1-0-0 6.9.3 1 12-10.10 , 10.0-0 .21-0.0 27-141 33-2-13 40-0-0 41-0.1 1-0-0 es-3 6.1-6 6.1-6 2-0-0 6.1-6 6.1-6 6-9.3 1-0.0 Scale = 1:71.2 5xe 5.00 12 5 6 3x4 i 3x4 4 7 5x6 i 5x6 3 8 2 9 1 IO— Id 3x8 — 16 15 14 13 12 11 3xe 3x4 = 3x6 = 3x4 = 3x4 = Us = 30 = 9914 19-0-0 F21.0.0 30.2-2 40-0-0 9.9-14 9.2.2 2-0.0 9.2-2 9.9.14 Ste 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) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BOLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYR`No,2D TOP CHORD Sheathed or 2-11-1 oc purlins. B T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYR No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=182(load case 4) Max Uplift2--801 (load case 4), 9=-801(load case 5) FORCES 0b) - First Load Case Only TOP CHORD 1.2-29, 2-3--3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2.16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16--408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 -560, 8-11 --408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h -18ft; 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 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 I il MiTek Industies, Inc. 14515 North Outer Forty Dill ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNd - Virg fj/ design pananwters and R"D N0738 ON THIS AND AEVERBE S WE 66FOR8 EM. wa81' Design valid for use only with MRek connectors. Thk design Is based only upon parameters shown, and Is for an lndWual building component to be Installed and loaded vodk *. Applicability of design paromoisk and proper Incorporation of component k iesporaltAly of building designer - not fnm designer. bracing shown is fur lateral tuppod of trnclMdual web members only. Additional temporary bracing to Insure stability dudW condiuctbn Is the responsbsty of the erector. Additional permanent bilsoing of the overall structure k the iesponsbitly of the bulding deslgrm. For general guidance regarding fabrlcatbn, quality control storage, delwry, Mellon and bicw&Q. consul OST-al Quality Itondad, 081.60 basing Speafta8on, and Hi/-91 MiTek® Handling Instolilngand Bracing Reoommendallonavailable from TrussPlats Institute, $83 D'Onofrb Drive, Madison, W163719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format rotor to tho 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 4e continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. a Q 0 x U a 0 Lumbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 93WI3-N, 910080-N s MiTeK- PANCLIPEL rw AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or km, rf 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. 01M M tek Holdings, Inc. FORM016,019 t russ Truss Type ty y n 14673740 DR19651 A2 ROOF TRUSS 2 1 Job Reference io tionaU sFebeIndustries, c, on Mar 31 14:31:51age r 11:" 7-4-14 1 14-2-0 F 20-0-0 I 23-" I 28-5-e I 33-1a13 i 40-04) 410 0 1-" 7.4-14 6.9.2 5-10-0 3-0.0 5S8 515.8 8-13 1-0-0 Scale = 1:69.8 US = 5.00 r12 5 Us 2x4 II 6 4 3x4 7 5xe i Us 3 exit16502— 8 i 778x8 = 1 2F05--- 9 10Id 3x8 19 18 14 13 12 11 axe _ 3x4 = 2x4 11 2x4 11 5xe = 294 11 7- 4-14 14-2-0 2043.0 23.0-0 28-5-e 33-10-13 40-0.0 7- 4-14 8.9-2 8-4-028.0 564 564 6-13 Plate Uffsets - LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Verli -0.14 18 >999 ' M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BOLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FOC2001 1 st LC LL Min Well = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Ii TOP CHORD Sheathed or 5-6-0 oc purlins. BQT CHORD 2 X 4 SYP No.21) 'Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15- 17`2 X 6,SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 - 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8.0 Max Horz 2 =190(load case 4) Max Uplift2=-395(load case 4, 16--8290oad case 4, 9=-490(load case 5) Max Grav 2 - 797(load case 6), 16 - 24560oad case 11, 9 = 87711oad case 7) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -837, 3-4 --327, 4-5 = -327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 --839, 9-11 =14 BOT CHORD 2.19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13- 14=0, 12-13=-0, 11-12=762. 9-11 -766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12-185, 8-12=-619, 8-11 =112, 5- 17=1990, 5-16=-1947, 6-16--492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.# 6634 A WARMING - Verft des4n parnrnrtero and ROAD N0rXB ON THIN AND XXVXASX SWX BZFOM USX. Design vold tot use only with Wok connectots. This design Is based only upon parameters shown, and Is la an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Inowpotation of component It recponsbil y of building dasgnei - not truss designer. & oche shown Is for lateral support of Individual web members only. Additional tempotary bracing to Insure dabMy during consiactbn Is the eesponslbitly of the *motor. Additional permanent bnbcIrV of the overal structure Is the responsibility of the building designer. For general guidance regarding fobrlootbn, quality control, ttotage, delivery, woctlon and bracing, conw5 CST-68 Quality Standard, 035-89 Srocing Specification, and Hill-91 A ® M, Tek PlateInstitute, $83 D'Onoeb DoW, Madison, W153719. HandingNxtoWnpandansefnpRecomwwwaionavailablefromTruceR 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 sec urely seat, a"'::*For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabrar plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 cc x U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIONT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. 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. 4011' ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N s El MiTeke cuP PANEL , 4&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 adjacentjoint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 0 1993 Mitek Holdings, Inc. FORM18,019 7 t_ rus Truss Type ty HORTON DR1985F A7 ROOF TRUSS 1 2 14673741 Job Reference (optional) s Feb 19 oo3 miTekIndustries, Inc. Mon Mar age i 11-0-Q 3-9-14 7-0-0 13-6-14 20-0-0 265.2 33-0-0 36.2-2 40-0-0 J1-0-0 0 M- 1_014 3-2-2 6-6-14 6.5.2 6-6-2 64-14 3.2-2 3-9.14 1-0.0 Scale = 1;eg.6 axe = axe = 5.00 12 4 = 7x6 = 4x8 = 4 5 6 7 a 20 2x4 3 g aa 2 10 111' d1 3x8 — 1e 15 14 13 12 3xe 3x4 = 5x6 = US = 5x6 = 3x4 = 7-0.0 13574 20-0-0 2652 33-0-0 40-0-0 7.0.0 6-0-14 6-5.2 6-55•2 6$14 7-" Plate sets - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min 1/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc puffins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS SOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP'No.3 REACTIONS (lb/size) 2 = 3875/0-8-0, 10 = 3875/0-8-0 Max Horz 2=-79()oad case 5) Max Uplift 2 = -2028(load case 2), 10 - -2028(load case 3) FORCES fib) - First Load Case Only TOPCHORD 1-2 - 29, 2-3 - -8384, 3-4 - -8662, 4-5 =-12493, 5-6 =-13909, 6-7 = • 13909, 7-8 =-12493, 8-9 = -8662, 9-10=-8384, 10-11 =29 BOT CHORD 2- 16=7514, 15-16=8058, 14-15=12490, 13-14=12490, 12-13=8058, 10-12=7514 WEBS 3-16=562, 4- 16=599, 4-15=4848, 5-15=-1700, 5-14=1554, 6-14--1000, 7-14-1554, 7-13--1700, 8-13=4848, 8-12= 599, 9-12=562 NOTES 1) 2-ply truss to be connected together with 1Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; panially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383. 91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: Lumber Increase=1. 33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1- 4=-74.0, 4-8=-154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads Junaidie Budiman, Lic. rr451 1 Vert: 16 = -603.2 12 = - 603.2 MiTek Industies, Inc. 3. 14515 North Outer FortyDrive Suite 300 Chesterfield, MO, 63017 Cart.#6634 WAMNO - wr y deal"pmuirwitem wW R&W Nome ONTXIX AND IUVZ SB MW earwxs trsis. •+•• Design valid for use any With MOek oonnectcrs, this design If based only upon paiameten drown, and is for an Individual building component to be Installed and loaded vertically, App", nbrly of design'parametwe and props heotporatlon of component is iespondblilly of building deslgnet -root hues designer. Bracing shown is for iolmal support of in dbkJual web members only. Additional temporary bracing to Ineute stabSBy during construction is the responsibility of the erects. AcWiwwoi permanent braickq of the overall diuctum is the responslbSBy of the building designer. For general guidance regaidirp fobrbatkm. quality conhol, dotage, delivery. erection and biacIng, consult GET-88 Quality 8landard, DSB•89 Sraefrg Speaftallon. and HIS-91 M iTek Handli hataBMp and Brae ftRecommendatlonavailablefromTrucePlateInstitute, 583 D'Onohlo DrNe, Madison, W163719. 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 sec urely seat. 0 a: For 4 x 2 orientation, locate O plates i/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabor plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEE$ ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. 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. 40,10 1CB0 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING V nA FORM016,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N 40 El MiTeko AGenera! 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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1 A panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM HMR0 R 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 food 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. IM M tek Holdings, Inc. Lob Truss Truss Type ty y RTON DR1965F A9 .ROOF TRUSS 1 1 14673742 Job Reference (o tional) s a r eIndustries, nc. on Mar age 1r 11-0-1 4-9.14 1 940 I. 14.8-0 20.0-0 25-8-0 31.0-0 + 35.2 2 40-0-0 41-0-0 1-0.0 4-9.14 4.2-2 5-e-0 58-0 5-8.0 5-0-0 4-2-2 4.9.14 1-0-0 Scale = 1:69.8 5x8 = 5C8 _ 3x4 = 5x8 = 3x4 = 5.00 52 4 5 8 7 a 2x4 2x4 3 9 1 2 to 17I$ 3x8 — 17 18 15 14 13 12 Us — 3x8 = Us = 3x4 = 3x4 = 4x8 = Us = 9-0-0 18d-0 23-0.0 31-0-0 40-0-0 9-0-0 7-4-0 7.4.0 7.4-0 9.0-0 Plate Offsets ' e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES (TRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BOLL 0.0 Rep Stresslncr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 1951b LUMBER BRACING TOP CHORD 2 X 4 SYP Ni TOP CHORD Sheathed or 2-4-15 oc purlins. B T CHORD 2 X 4 SYP Ni BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP Ni WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 -1951 /0-8-0, 10-1951 /0-8-0 Max Horz 2=9611oad case 4) Max Uplift2=-791(load case 2), 10=-791(load case 3) FORCES fib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -3855, 3-4 - -3566, 4-5 =-3329, 5-6 = -4558, 6-7 = -4558, 7-8 = -3329, 8-9 =-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17-3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17-1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12-1007, 9-12--237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; 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 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 w wwo - vert& design pwa tors a" nmw Hams oN Tma AND Rayspin win Ba80Ra use. see Design void for use only with Welt eannectom Thk desgn Is based onty upon parameters shown, and Is for an Individual bulding component to be Installed and hooded verticraly. AppS¢abbly of design parameters and proper Incorporation of component Is tesponeDWly of bulding designer - not truss designer. Bracing dawn Is tot kdetW support of Individual web members only. AddibnW temporary bracing to Insum stability during construction Is the responsibility of the *tact*#. Addlbnal permanent brbcknq of the overol structure It the responsibility of the bulding destgnet. For general guidance regarding fabrication, quality cannot storage, delvery. etectlon and braong, consul OST-85 Quality standard, DS•89 Bracing SpeciWtation, and HIB-91 MiTek® Handing InstalkM RandBmeftemer eamdatbnavaloble horn Truss Plats Institute. 563 D'Onohlo DtNo. Madison. W153719. Symbols PLATE LOCATION AND ORIENTATION t'/, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ir 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-NallJoint/Plate Placement Chart. PLATE SIZE 0 Q O x U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS JI J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur, M Teke PANEL , M CLIP FORM018,019 GAMS -NAIL W PfMRO- W 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 spiices 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. 01 M Mitek Holdings, Inc. JQb Truss Truss Type ty y 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference (o tionail sFebe Industries, nc. on Mar age T i10 7.6-0 14-8-0 I 20-0-0 23-" 2858 33-10-13 40-" 41-0-0 1-0-0 7-64) 7-3-0 53-0 3.0-0 55-e 5.5-8 6.13 1-" Scale - 1:e9.e 5x8 = 5.00 12 5 US 6 4 3x4 5x6 % 7 I I 5xe 3 7 18 Sx1 8 7 1D= US = Q e 1 2 '8 II 9 101 y 5x6 = d Us - 18 14 13 12 11 Us 2.50 Fi2 5x8 741-0 145-12 14" 20.4-0 23-0-0 28-5.8 33-10-13 40.0-0 r 7-6-0 6-11-12 033 5-7-0 2.8-0 55-6 5S8 6-13 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BOLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl - 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BQT CHORD 2 X 4 SYP Not2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP'No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP=No.3 REACTIONS (lb/size) 2 = 721 /0-8-0, 18 = f 07/0-8-0, 16=1743/0-8-0, 9 = 872/0-8-0 Max Harz 2=190(load case 4) Max Uplift 2=-363(load case 4) 18=-4070oad case 4), 16=-537(load case 5), 9=-502(load case 5) Max Grav 2 = 733(load case 611, 18 = 829(load case 6), 16=1743(load case 1), 9 = 8800oad case 7) FORCES Pb) - First Load Case OnlyTOPCHORD1-2 =12, 2-3 = -1297, 3-4 = 449, 4-5 = 504, 5-6 - 885, 6-7 = 61, 7-8 = -607, 8-9 = -1215, 9-10 —14 SOT CHORD 2-19-1208, 18-19=-17, 16-17--718, 15-16=-57, 13-15-96, 6-15=630, 13-14-0, 12.13=0, 11-12-1106, 9-11 =1110 WEBS 3-19=-180, 17-19=1311, 3-17--1624, 5-16=-1030, 6.16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8-12=-607, 8-11 -112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiallyMWFRS 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) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Sudiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drve Suite 300 Chesterfield, MO, 63017 Cert.;f6634 WARMNG - Vero design pasmeseters and RBAD Noss OJV TBMB AND RBVBRSB SWX BBVOltIt USL •••• Design valid ioi use any with Madk connectors. Thk design Is based only upon pararnehsrs shown, and Is lot an Individual buldkng component to be ` Installed and loaded vertically, Applicability of design potorneten and paper tncoipmatlon of component Is iesponsbOy of binding designer - not puss desIgnei, &acing shown Is lot lotetal support of Individual web members only. Additional fempotary bracing to Insure dabINy duitng condiuctbn k the respon"y of the erector. Additional permanent bibckng of the overall stiuctum Is the mspon"y of the bul di ng designer. Fat genetol guidance iegaiding tabilootlon, quolly contiol, staage, delvary, erection and btackng, conwS GST-1118 Quality Standard, 081.89 bracing Speclilcatlon, and HIS-91 Handtdrg IrnsfalmR and Bracing m TrqRecoeo"lon available from Plate Institute, 893 D'O oohlo Ditm, Madison, W183719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nall Joint/Pluto 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 4011P continuous lateral bracing. BEARING nA Indicates location of pints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT, CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N lo El Mi W TM CLIP PANEL AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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. I Mitek Holdings, Inc. FORM018,019 Job ruse Truss Type ty y 14673744 D,B1965F AG2 ROOF TRUSS 1 1 Job Reference (o tional) sFebI e Industries, ii- on Mar : : age a 1-0-0 7 6 0 14 8-0 1 16-7-3 1 22-0-0 i23-0-0 1-0-0 7-6-0 73-0 1-10-3 5.4-13 1-0-0 08 11 Scale = 1.45.1 6 2x4 11 2x4 11 5 7 5xe 2x4 11 2x4 11 20 11 3x4 = 3x10 II4 5.00 12 3 II 1 = 2x4 II 1 II 2 1 2x4 11 = 2xa 1I2x4II 2x4 II 3x4 10 2.50 12 2x4 11 22-0.0 7-6-0 141-12 1W 20-4.0 21 0 i 7.8-0 7-0-12 0-2-4 5-7-0 0-" 14-0 Plate Offsets - - . - : " t C - _ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 > 999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min I/deft = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP,No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Harz 2 = 3540oad case 4) Max Uplift 2=-308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2=735(load case 6), 10=1081(load case 1), 7=405(load case 7) FORCES ` (Ib - First Load Case Only TOP CHORD 1-2 =12, 2-3=-1339, 3-4 = -1339, 4-5 = 243, 5-6 = 283, 6-7 =-78, 7-8 =17 BOT CHORD 2-11 =1244, 10-11 =.32, 7-9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5.9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. #6634 WARiINO - D'er{& dooWn pantowtem and R&W NOMS ONT=f5 AND IWVXMW SWE SEFOIt6 V=- wwdp Design valid for use only with MRek connectors. This design is based only upon pwametets drown, and is for an IrdWuol buMdkg component to be Installed andlooded vertically. AppNCabMly of design parometets and proper Incotporotlon of component is respons b*ty of bulding designer - not Muss des" t. Bracing dawn is tot lateral suppod of Individual web members only. Additional temporary bracing to Insure stability duvi g con isuction is the responsibgty at the etectoi. Additional permanent br>Scing of the overall shuctu e is the iesponsbUy of the building designer. Foi general guidance regarding fobficatlon, quality conhoL st iage, delivery. erectkxn and bracing, consu5 OBT-86 Quality standard. DSB-80 Sraoig Speclflaalk^ and HIS-Vt Handling ft$oRle irp andImeigRecommendationavollabhomTrussPlate Institute, 593 D'Onohta Drive, Madison. WI5371 D. MiTek Symbols PLATE °LOCATION AND ORIENTATION 13A - * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 4„ 7 14 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 reter to the MITek/Gang-Nall Joint/Plats 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 oeol' continuous lateral bracing. BEARING V n A Indicates location of joints at which bearings (supports) occur. 0 cc O x U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 app cabie 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. O IM Mitek Holdings, Inc. FORM8,oia Job uruss Truss Type ty y D1985F B ROOF TRUSS 1 1 14673745 Job Reference (o tionall sFebi e Industries, nc, on Mar age 1T— 53.14 ) 10.0-0 1 14-5-2 20.0.0 21-0-0 1-0_0 53-14 4-6-2 4.9-2 53.14 1-0-0 Scale = 1:36.0 US = 4 5.00 52 20 20 3 6 2 6 7 I 3x4 = a 3x4 = US = 10.0-0 20-0-0I 10-0.0 104)-0 Plate Offsets -15:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BOLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. B T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 - 1004/0-1-8, 2-1024/0-8-0 Max Horz 2=105poad case 4) Max Uplift6 = -429(load case 5), 2=-442(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8 = -389, 4-8 - 536, 5-8 - -444 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; 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 mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 0 il MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 Q WARNING - Vtr(fjf dtatgn pamu eters gad READ NOTES ON TWB AND RBVBRSB SIDE EEPORB USE. Design valid far use any with Mfek oonnectom This design is based only upon paometea shown. and k for an Individual building component to be Installed and boded v0dicaly. ApplaabWy of design porameters and proper homporallDn of component Is responsbl" of building designer - not Nuts deslgnet. Siccing shown is lot faunal support of Individual web members only. Additional temporary bracing to kvsure stability, durkp condructbn Is the responslbaty of the erector. Additional permonant brisckng of the overall shuclum It the responslblay of the building designer. For googol guidance regarding fabrication, quality control. storage, delivery, woolbn and brocing, oonsul OST•ea Quality Standard. 0311•89 /racwg Speelllr ahm% and HIN-91 Handling knstaana and SraitiM Recommendation available trom Toss Plata institute. 683 D'Orno6b Drive, Madison, W153719. iVtiTek® 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 Q 0 For 4 x 2 orientation, locate plates I A" 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-NaN 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 4e continuous lateral bracing. BEARING 9nA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTIN6 AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N e El MiTeke PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 `)b 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. 01993 Mitek Holdings, Inc. FORM 18,019 V'• 4 Vb russ Truss Type Oty y 14673746 CIR19651` BG ROOF TRUSS 1 1 Jab Reference (o tional) s e i e n ustrtes, no. on Mar 31 14:31:55age 5314 10-0.0 14-0-2 20-0-0 F21-04 i 1.0.0 53-14 4-8-2 4-8-2 53-14 1-0-0 Scale = 1:36.0 Us = 4 20 11 2x4 II 5.00 12 30 i 3x4 2x4 II 3 5 20 II 25 II o o II 26 2 II 6 i1 LZJ7 I$ 27 2x4 11 10 2xa 11 2x4 11 9 2x4 11 8 2x4 11 283x4 _ 3x4 — 2x4 II 7x8 = 2x4 II 2x4 11 53-14 10-0-0 14.8.2 i 20-0-0 53-14 4.8.2 43.2 5314 Filets 011sets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(I-Q -0,05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 > 999 BOLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/deft = 360 Weight: 124 Ib LUMBER BRACING TOP CHORD 2 X 4-SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. B T CHORD 2 X 6 SYP Nol2ND 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) 6=902/0-8-0, 2=902/0-8-0 Max Horz 2 =107(Ioad case 4) Max Uplift6=-373(load case 5), 2=-3730oad case 4) FORCES fib) - First Load Case Only TOP CHORD- 1-2=34, 2.25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 -1325, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; 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 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 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 10.0Ib up at 18-0-0, and 15.71b down and 10.01b 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: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads flit) Vert: 27=-16.7 28=-15.7 Junsidie Budiman, Lic.8451 1 MiTek Indusiies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 N+ARIV WO - Veri& design pnanametens and R6AD NMZB OW TWS AND R6VRR86 OWN HitJroRa t181t, lssaar® Design void low use only with MITek cannectom This design is based only upon parometea stown, and is tot an Individual building component to be Instabd and boded vertically. Applbobwtty, of design patamst*n and proper incorporation of oomponent is msponsbMly of building designer - not isuus designer. Brocstg stown is tot lateral support of individual web members only. Additional temporary bracing to Inswe stability during condructbn is the respon"y of the *recta. Additional petmonent btbekng of the overall structure is the tesponsbMly, er. of the building design. For general gukionce regarding fabtbatbaorm n, qualityttol, stowage. dell"ry, moctlon and Maconsult OU-86 Quality Standard. DSII-89 Snaring SpecifWa laws, and HIS-91 iTek® flandlung indaSisna andAmmAraiIteeoendadbnavallablehornTansPlateInstitute, 583 D'Onoab DtNe. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/a * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Wl For 4 x 2 orientation, locate plates Ile 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 M1Tek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS a Q O U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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. 40 11 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/D1LHR 870040-N, 930013-N, 910080-N El MiTek® PANEL TM CL Ill-ma"'W e t IP j,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber 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. 0 1993 Mtek Holdings, Inc. Jqb suss Truss Type ty y 14673747 D,R1965F CG SCISSORS 1 1 Job Reference (o liana) s e eIndustries, nc. on Mar age 1-0-0 , 4-0.15 7-6-0 1041-1 15-0.0 Is-" I i 1.0-0 4-0.15 3.5.1 3 5 1 4-0-15 1-0-0 Scale = 1:28.4 4x8 4 5.00FI2 2x4 = 2x4 _ 3 5 8 2 5x8 — 6 7 I 2.50 12 3x4 : 3x4 Zz 7-6-0 15 0 0i 7-8-0 7.8.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TIJ 0.11 6 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min I/deft = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP`No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BQT CHORD 2 X 4'SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 78210-1-8, 6 = 782/0-1-8 Max Horz 2=-800oad case 5) Max Uplift2=-340(load case 4), 6=-3400oad case 5) FORCES 0b1 - First Load Case Only TOP CHORD 1-2 =10, 2-3 = -2090, 3-4 = -1625, 4-5 = -1625, 5-6 = -2090, 6-7 =10 BOT CHORD , 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure 8; partially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 wARMrO - tier(* divaiyn pasaewtere used RJ6AD genies ON I AND JWVXRSE KW B6PORN USE. •+•••®' Design valid tot use only with MRek connectors. This design is based ony upon parameters shown, and is for an Individual building component to be Installed and loaded Vodlk III. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not trust designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to mute stability during construction is the responsibility of the erectof. Additional permanent brbeing of the overall structure is the respond)IRly, of the building designer. For general guidance regarding fabrication, quality control, stotoge, delivery, erection and brocing, eonsuti CST -ea Quality standard, DSII-W Braelrp SpeeMleatlon, and HIII.91 Handl no lnstailli and Imairm Recommendatlon available from Truss Plate Institute, $93 D'Onoblo Drive, Madison, WI53719. M iT k Symbols PLATE LOCATION AND ORIENTATION t 3A * 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, locateaplatesI/a" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 40" continuous lateral tracing. BEARING V nA Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS a cr 0 U aO BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 93WI3-N, 910080-N El. MiTek• owe, 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 0 at joint locations. a 4, Unless otherwise noted, locate chord splices 0 at 1A 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 puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, N 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 stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16. Care should be exercised in handling, erection and installation of trusses. 1993 MiTek Holdings, Inc. 1*' 11, 1 job Truss Truss Type ty y 14673748 Df11965F J ROOF TRUSS 14 1 Job Reference to tlonal) s e t o n ustneI nc. on Mar : age 1-0-0 I 7-0.0 1-0-0 7-0.0 3 Scale = 1:17.7 5.00 F12 2 4 2x4 = 7-M r 7-0.0 LOADING fpsf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 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 1/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. V REACTIONS (lb/size) 3 = 234/Mechanical, 2 = 424/0-8-0, 4 = 66/Mechanical Max Horz 2=188(load case 5) Max Uplift3= 213(1oad case 5), 2=-138(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 - 75 SOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; It -18ft; 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 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.X451 10 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Con.#6634 Wmma - Vtrjfy dtaiyss pparara taw and mw Norsa ON Two AND mmis15 sm 9LFom um. Design valid for use only with MI ek connector& This design is based only upon parameters shown. and is for an Individual building component to be Installed and loaded verticaNy. Applicability of design paiaroeters and proper Incorporation of component k ietponsbaty of building designer - not trust deslgnet. Bracing shown k fa lateral support of Individual web members only. Additional temporary bracing to Insuie stability duting construction Is the iesponslbABy of the erector. Additional permanent bibcing of the overall structure is the responsbMly of the building designer, For general guidance regarding fabAcatlon, quality aonhot storage, delivery. erection and bracing, eonsull GST-ore Quality Standard, DSO-89 Orochng Speeftatlon, and.Hlk-91 Handling ingInstalland Oraelng Iteagm nendationavolloble from Trust I+lote lnstauts. 5S3 D'Onolrb Drivd e. Moison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/f * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. TL, ,A„ For 4 x 2 orientation, locate plates I/e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS 0 rz O U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 oeoo continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING n-4 Indicates location of joints at 9 which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018.019 ostrrs- toaL ® NYa•••Y ( A&General Safety Motes 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, ff 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. 1M Mitek Holdings, Inc. J y, Jgb Tnrss Truss Type Qty Ply D R HORTON 1, 14e73749 DR1965F J1 MONO TRUSS 10 1 optional) CU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 1 3 1-0.0 1-0-0 Swig 1:5.6 2 5.00 F12 1 4 1-0-0 20 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - Ma M1120 249/19D TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Holz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purfins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 2=177/0-8.0, 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(losd case 4) Max UpIWQ=-117(kled case 4), 3=-21(load case 5) Max Grav2=177(load case 1). 4--9(load case 1), 3=26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2-28, 23=37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; 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 buss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc, 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWmmo - Virw design paramewsr seat xmw Nii OIVTws AND naysRst mm Nzirim vw. sewnrr+ Design valid for use only with MRek connectors. this design is based only upon parameters shown, and Y for an kndNklual buNrrkp component to be Installed and boded vertically. Applicability of design parametsn and paper kwAxporatlon of component Is responsibility of buNdkrg deslgnoi - not truce designer. Siccing shown Is for lateral support of Individual web members only. Additional temporary bracing to inure stability during construction Is the msponsblIlty of the srector. Additional permanent brbcing of the overall shuctutis Is the responsNbINty of the building designer. For general guidance regoiding ldbrbatbn, quality controt storage, dsNvery, erection and bracing, consult CST-68 Qualify Standard, 038-89 Sroclrng SpecNlcatlon, and HIS-91 Handling knMllina and Stacling Rsndm Tr commeation availablefromPlatsb Institute, 583D'OnotlDrWe, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t/ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 Q O v a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JS J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSSSTARTING 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 0$ 01 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARINGVnA ' Indicates location of joints at which beatings (supports) occur. WISC/DILHR 87004U-N, 930013-N, 910080-N El MiTek," AGenerai Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 loaddeflection. 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. PAcupNEL 01"3 Mitek Holdings, Inc. FORM018,019 Job russ Truss Type ty y 14873750DR1965FtKROOFTRUSS41 Job Reference (o tionaq s e i a n ustnes, nc. on ar;$ 1 14:31:59 2003 Page 1-0-0 5-0.0 3 Scale = 1:13.9 5.00 52 2 4 2x4 = 5-0.0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 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/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP'No. 2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3-155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2=137(load case 5) Max Uplift3=-149(load case 5), 2=-126(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1.2 - 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; It -18ft; 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 girderls) for truss to truss connections. 3)<Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451111 M(Tek'Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. A6634 O WARMWO - V*rW design patrt rietera and READ NOTES ON T818 AND REVERSE 81W BEFORE LOS. Design vood tot use any with MRsk oonneatara. This design Is based oily upon parameter shown, and is for an hdivtdual building component to be installed and loaded vertically. AppScablMty of design parameter and pwpet Iroapoiatlon of component is issponslblkty of building designer - not hush designei. Srocing shown is lot lateral support of Individual web member only. Additional temporary bracing to Insure stabNNy during construction is the iesponslbility of the stectot,::AddBlonal peirnantsnt brbcing of the overall structure is the rssponsDaty of the building dssignet. Pot general guidons iegaiding tobilcation, quality conhot storage, d0very, erection and biotin=. consull QST-aa Quality Standard, DSI-89 Sracmg Spsoftatlon, and Hill-91 ® Handling InvIallina and Srockv Recommendation avalloble Itom Truss Plats Institute. 593 D'Onohb Drive, Madison, W163719. M'T k Symbols PLATE LOCATION AND ORIENTATION 13h *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I /a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tab#Aar plating format refer to the Mirek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS a cr O U a O BOTTOM CHORDS Jl 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 El M lek® PANEL TM CUP AGenerai Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 1.4110- 0 V yJob russ Truss Type y y 14673751 DR1965F' L ROOF TRUSS 4 1 Job Reference to tional) sFebt e industries, nc. on Mar J 1 14:32:00age t o 0 3-0.0 1-0-0 3-0-0 Scale = 1:9.2 SAO 12 2 1 4 3.0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code 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. BOT CHORD 2 X 4 SYPNo.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) I-3=69/Mechanical, 2-253/0-8-0, 4=26/Mechanical Max Horz 2=85(1oad case 5) Max Uplift 3=-83(load case 5), 2--121(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h -18ft; 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 83 lb uplift at joint 3 and 121 Ib uplift at joint 2. LOAD CASEIS Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc, 14515 North Outer Forty Drive Suite 300 - Chesterfield, MO, 63017 Cart.# 6634 mmmO - Verft d ollun parameters and Rmw mwzs ON ran AND Rsvici 36 SIDS BBPORd Uss. Design vasd for use only with MRek connectors. This design It based only upon patametets shown, and It to an IndMdual building component to be Installed and boded venkcaBy. ApplicsaWMty of design poiometets and proper heMporatlan at component k tesponslblWy of busdhg designer - not hua designer. Bracing shown Is la lotetal support of individual web membets only. Additional tempotory brocing to Insure stability dutktg condruct on It the responslblsty of the etectol. Additional permanent brbrcktg of the overall siructute is the responslbWty of the building designer. For general guidance regotding lobrlcation, quality control, stooge, delivery, erection and btacing, consull OST-BB Oua1Ry Standard. DSI.69 Bracing Specification, and H111-91 ® Handling Installing and bracing Recommendation Tr RecommendationavailableItoussPlate Institute, 593 D'Onokio Drive. Madison. WI $3719. MiTel Symbols PLATE LOCATION AND ORIENTATION 13,4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. o O For 4 x 2 orientation, locate Xplates1/8" from outside edge of atrussandverticalweb. 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 AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CLIP FORM018,019 Ooa ii-NNE ®.iR General Safety dotes 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 pk3fing 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, W 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. 01993 Mitek Holdings, Inc. Job russ ruse 1ype ty y 14673752 DR19651` M ROOF TRUSS 4 1 Job Reference to tional) 5.000w-bt,AN-Tl- I, LONGWOOD, FIE,sFebi e Industries nc. on Mar ; age 3 1-0.0 1.0.0 Scale = 1A6 5.00 12 2 1 4 1.0.0 i 2x4 LOADING, (psf) SPACING 2-0-0 CSI DEFL in Bloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 2491190 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) 1st LC LL Min t/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4-9/Mechanical Max Hors 2-45(load case 4) Max Uplift3=-21(load case 5), 2=-117(load case 4) Max Grav 3 = 260oad case 41. 2- 177(load case 1), 4 = 9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; 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 girde r(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 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 Cart.#6634 A wARNINo - VerM deeipn parameter, and Raw NoTad11 oN Td71a AND IRzmat swx HzIORa UBz. rfff. Design valid tot use only with MiTek eonnectofs. This design Is based only upon patamelers shown, and M tot an Individual building component to be Installed and loaded venlooky. Applicability of desgn pafomstea and pfopet WKxxpotatlon of component It iesponslbWty, of building designer - not Muss designer. Bracing shown R lot lotefol support of Individual web members only. Additional temporary bracing to Insuie stabMty during construction M the responsibility of the woctof.. Additional petmonen bibcing of the ovetat structure Is the fetponst My of the building designef. Pot generai guidance fegarding tobil ation, qually control :taage, delivery, etecllon and bracing, consull OST•04 Quality Standard, 081-89 Bracing Specification, and HIN-91 Handling IrataBlna and Bracing Recommendation avalm ts ablefroTrussPloInstitute, US D'Onoaio Drive, Madison, wI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, A„ For 4 x 2 orientation, locate plates IA" 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 Musk/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 4e continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. 0 rr O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIOHT. 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 El MiTek® TM PANEL C 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 puriins 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. O IM Mitek Holdings, Inc. FORM018,019 A.* a' Jgob Truss Truss Type ally Ply D R HORTON s 14673753 1965F S ROOF TRUSS 2 1 o tional USPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 t so 5-3-5 9-10-13 t5 o 5-3-5 4-7-e SAW* 1:18.5 1 3.54 12 3x4 3 d 2 B 2x4 it7 6 5 3.4 2x4 = 5-3-5 9-10-13 5.3-6 4-7-8 LOADING (psf) SPACING 2-" CSI DEFL in (hoc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BOLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n1a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No;2D TOP CHORD Sheathed or 5-11-8 oc pudins. BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 9-6-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=308/Mochanical, 2=514/0-115, 5=429IMechanical Max Horz2=228(k ad case 2) Max Uplift4=-249(klad case 5), 2=-217(klad case 2), 5=-123(load case 3) FORCES -(Ib) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2.3=-1070, 3.4=64 BOT CHORD 2-7=10D1, 6.7=1001, 5-6=0 WEBS 3-7=166, 3-6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partiaIVMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) fortruss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumberincrease=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 15=-74.0 Trapezoidal Loads (plo Vert: 8=0.0-to-4=483.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert,#6634 wAamwo - vrrW design paransetom acid READ Hares off rras AND mnstu swz Bxpom use. ••••• ® Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for on IndWiduol building component to be Involied and boded vedicaly. Applicability of design potometers and proper Incorporation of component is responstMy of building designer - nor 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?scing of the overall structure k the responslbllty of the building designer. For general guidance regarding fabrbatbn, quality confrot storage, delivery, erection and btacing, consul OST-18 Quality standard, 031.89 gracing Specification. and H11.91 Handtina trotatlma and bating Recommendation avaMble from Truss Plate institute, 583 D'Onofrb D#K*, Madison, W163719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Wl ,.. L L r 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 Welk/Gang-Nall! Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. FORWIS,019 0 ir O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N MiTeko 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 i at joint locations. a 4. Un ess 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. Mo TM PANEL CUP HYAW&WRO` 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 pudins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. ! 0 1M M tek Holdings, Inc. Job Truss Truss Type Oty Ply D R HORTON 14673754 1965F S1 ROOF TRUSS 2 1 o tfonal CU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:05:03 2003 Page 1 1-54 15-0 ScW • 1:5.4 jjd Y 3.rA 1Y d 1 4 i 15-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Inca NO WB 0.00 Horz(TL) -0.00 3 n/a BC'DL %0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 5-0 oc purlins. BOT CHORD 2 X'4 SYP No.21) BOT CHORD Rigid ceiling directly applied or I G-M oc bracing. REACTIONS Qb/size) 3=-40/Merhanical, 2=193/041-0, 4=6/Mechanical Max Horz 2-47(load case 2) Max Uplift3=-40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(bad case 1) FORCES (Ib);- First Load Case Only TOP CHORD 1-2.29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; 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 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2--74.0 Trapezoidal Loads (pit) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidis Budiman, Lic.#461111 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.M6634 AWA7tlY o - Ver{ jjf dooWn pwwrseters and amp moms oN Tffi8 mD RI mmse ms H1Srom use. errrs Design valise for use any With Mliek connector. This design It based only upon parameters shown, and It for an individual build" component to be Installed and boded vertically. AppSoabMty of design parameter and proper Incorporation of component Is responsibility of building desIgnel - not truss designer. Bracing shown Is for lateral support of Individual web member only. AddRional temporary bracing to Insure stability during construction k the responsibility of the areatof, Additional permanent bibcing of the overall structure Is the responslbXly of the buldkV designer. For geneial guidance regarding fabrication, quoMV control, ttoroge, delivery, erection and bracing, consull OST-Be Quality Standard. DSS-89 tracing Specification, and 114.91 Hand" Installina and $melrnp Recornmendallon ovallable from Truss Plate Instsute. $93 D'Onoldo Drive, Madison, WI $3719. MiTek® 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. Wl ya ' 19 For 4 x 2 orientation, locate plates 1/s" 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 Mirek/Gang-Nail Joint/Plate Placement Chart. 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 4010" continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. 0 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M iTek® TM i tEL AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 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. : OO 1 M M tek Holdings, Inc. FORM018,019 V-i A(\P11I-IC=: ALL__-------___._, BEARING WALLS TO BE PLACED 1.1 L 1 PLY HGR. I ( GTICE. REVIEW ALL SPAN DIMENSIONS---BRG WADSIPRIORSHSETTING !BUSSES„ 6 2 PLY HGR. IIENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGSWALLSSHOWNARE70BEBEARING . d 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER:DR1965F DATE:.8-6-02 407-321-1440 CU SPAN CUSTOMER: D R HORTON PITCH: LOAD -SHINGLES 5. BY: T.N JOB NAME: MODEL 1965 "D" ELEV. /H:12" BRG: BLOCK Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18=02 mIIemasWsxIs PAGE DESCRIPTION DRAWING 0 1 REPORT N SERIES INDEX MASTER FILE NUMBER I i 1INSTALLATION DETAIL W/ TAPCONS HORZ, SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEXOM 11000 2- JINSTALLATION DETAIL WIA SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 Jim 3 INDEX 4 INDEX 6 INSTALLATION DETAIL WANS SCREWS HORZ. SLIDING FINWINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 JINSTALLATION DETAIL SOL HUNG FLANGE WINDOWS lFLEX0029 IFLEX0020, IFLEX0016 11000 11000 11000.1500 & 2000 6 INDEX 7 1INSTALLATION DETAIL W1#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL WIONE BY SUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 11000,1600 & 2000 1000 & 2000 INSTALLATION. DETAIL WAVS WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W11 BY SUCK DESIGNER FIXED WINDOW FLEX0035 1000 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 INDEX .-MASTER FIN INSTALLATION -DETAIL DESIGNER FIXED WINDOW FILE NUMBER I; ISLIDING GLASS DOOR INSTALLATION WITH TApCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 & 200012 13 INDEX;_ 14 ISLIDING GLASS DOOR INSTALLATION WITH. #8 SCREWS.. MASTER FILENUMBER6 FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES IFLEX0027 IHMFINTR 1600, 1000 & 2000 1000/ 1500 Is FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE.CAPACITIES IHMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 114MFINTW 100011500 17 FLANGE TWIN ARO AL MULLION SECTIONS IFESIGN PRESSURE CAPACITIES IHMFLOTW WOO / 1500 18 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES IHMFIN 100011600 Is FLANGE HORIZONTAL MULLION SECTIONS I DESIGNPRESSURE CAPACITIES 1HMFLG 1000/1.500 20 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES IVMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1 VMFLOlioco 11500 22 INDEX 23. FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1100011500 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 2VMHMFLO 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HUFLOTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I 5151GIN -PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS I DESIGNPRESSURE CAPACITIES .12HMFLO 12000 1 30 IFIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFIN 12000 1 31 IFLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFL0 12000. P" 1 of 1 uOwffmwmids TEST REPORTS Q Amy vnmD0"" 9Y FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X. 79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFrEST CONCRETE OR MASONRY OPENING BY OTHERS OC BY WOOD BUCK AT OTHERS CAULK BCTVEEN WINDOW RANG£ I WOOD BU Z STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES> WINDOWHEIGHT PERIMETER CAULK BY OTMERS ONE BY WOOD CONCRETE OR MASONRY OPEN" BUCK BY OTHERS BY OTHERSCAULKBETWEENWOOD BUCK L MAS'Y. OPENING BUCK WIDT„ v.•IG IBYOTTERS SHIM AS RED'D. D INSTALLATION ANCHOR FLANGE TYPE 1/4, MAX. 3/16, DIA TAPCON WINDOW FRAME SEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA, TAPCON SIAvN (SEE NOTE 9) p 1-114, GLASS MID.) I. ENT a SEE NOTES) I V SHIM AS REO'D. 1/4- MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER BUCKHEIGHT FLANGE TYPE WINDOW FRANC SILL CAULK BETWEEN WINDOW FLANGE I WOOD BUCK PERIMETER CAULK BY OTHERS vINDOv WIDTH STUCCO ---/ BY OTHERS CAULK BETWEEN SECTION B-B „D.OKK„; NG BY OTI£RS F-G WINDOW HGT. I LK r+- WINDOW WTH. ELFVATION VIEWED FROM EXTERIOR V G I SILL STODL Q By OTHERS CAULK BETWEEN VINDOW FLANGE PRECAST SILL I PRECAST SILL BT -OTHERS Y IV/VULKEM ITS ADMICSIvE CAULK OR APROVED EOL. SECTION A -A i„ip 2. ,,•- 1 41r a• 212002 TAPCON LOCATION CHART CALL TIP TO ILOCALONS I1v HEAD ATI NS IN JAL( LIPI n7 PTO UPSpPytO TOSIZETIP500 022 74 X 26 C.0 C.0 LJ I,J 74 X M 3/6 C.01 3:C.c.E DE I.J.K,t I,J.K.J. I0247. x 30 3/B C.0 1. X O L D33 1G6 1/4 x 33 3/0 I B.C.C.£ B:C,O.E LJi(.L .) JAA I 1/4 X ' B.CA,£ A.2 C Y L. I .K,L cn l J! T22 1 f 1 } L.1. s IJ T23 11/ X 33 3/B B.C.t £ Z.:A E.F' I„IX,t I I,J.K.LT4IIIXB.C.U.E A'.CA .i KJ, I.J. I K L M3 120 x 36 3/6 B.C.0 C.D.E.- I,JXJ, IJX.I 4 1 } 6 Kic.C.E 6020 72 X 24 L' 60" 72 x 36 C.0 3,C,D LJ U.K,t 72 X 4 CA B.CA.E t 7030 4 } 24 64 x 36 1B.C- E P.C.G.E I JJU I,JX.L T x4 4A 8.C.C..F I,UX1 J.K,L 3020 96 X 24 Li 030 96 x 36 B.C,C.E B.C.O1 I.JJ(I I.J,K.L sA B.C.D;£ A.9.C.DEf I,J:KJ. G H IJ K L 9020 106 x 24 LJ.K.L 9030 103 x 36 B.C.O S.CA.E I,J.K,L I,J,K,L 90.0 11A 1 4. C A.9.C.D.E.F 1 K 10020 120 x 24 A I,J I,J,K,I 10030 t20 X 36 B.C.G.E Ag,C,D,iF LJ,K,L I,J.K,I 1D040 120 X 46 B;C.C.E A.3.C.D.E F I,J,K,L I,J,K.L NOTES: . 1) SHIM AS REO'D. AT EACH INSTA_LATIOn ANCHOR. MAX. ALLOWABLE SHIM STACK TO DE 1/4-. 2) VANDOW FRAME MATERIA-: ALLV!-fUu A.LOY 6063. 3) TAPCON INSTALLATION &%CMOR MUST BE OF SUFFKF_NT I.T.M. TO ACHIEVE MIN. EMSEDM-LNT'OF 1-1/4" INTO MASONRY OR CONCRETE. 4) LASE SIUCONI2£D ACRr-1C CAuuc 9EHKND wmDOW FLANGE AT HEAD k IAMBS. SILL MUST BE ATTACHED TO THE SU9STRA7E WITH VULKEM 116 AOMES1vE CAULK OR APPROVE) EQUAL. H S) USE SNKONI2?D ACRYI-:: CAULK FOR PERWETER SEAL AROUND EXTERIOR i OF WINDOW q,WGE. 6) IF EXACT VANDDW WE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY .LISTED We.. NExT LARGER SIZE. FOR Tr.£ APPROPRIATE DESIGN PRESSURE REOV. J B 7) GLASS THICKNESS MAY vARY PER THE REOUREME. S OF ASTM E13W GLASS CHARTS. B) LETTER CES*%ATIONS ON THE TAPCGN LOCATION CrARTIMOICATE WHERE TAPCON ANCHORS ARE TO EE INSTAL: O WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPL(EOIDLES HOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED m--A /L S:REwS OF SUFFICIENT LIM. TO PROWDE MIN. S/B IN, EMBEDME!.T INTO wOC.^ BUCK. 10) APPLICATION OF VULKEV IIE Z'ESN- CALILK AT 'RAME SILL MUST COMPLY WITH SEAL,w" MANU-A tuPE?'S RECOMME40ATONS. 11) WHERE WINDOW IS INS"A:LED IA MASONRY OPENINC WITH A STRUCTUAL TWO BY BUCK. USE 2'0 S:%EK OF SUFFICIENT _ENGtH TO ACHIM 1- 3/8 MIN. EMBEDW-J AT A'_L Ih$CALLATION FA:SENER LOCATON$. 4_:%:! 11746 4164 •07 603-0365 YA. 4W SHEATHING CAULK BETWEEN By OTHERS WINDOW FIN L SMEATADVG INSTALLATION ANCHOR B9 SCREV TTIAE-'D OR SIC;NG By 0-.MCRS PERIMETER CAULK By OTHERS GLAZING arP.) SEE NOTE 7) VINDOV MCIGHT PERIMETER CAULK By OTHERS IN'STALLATB)N IIANCHORs9SCREW STUCCO OR SIDING Br OTHERS CAULK BETWEEN WINDOW FININ I MIr( L SHEATMING SHEATHING EMBEDMENTByOTHERS SECTION A —A TVO By WOOD By OTHERS 1/4' MAX SHIM SPr.CE AS REO'D. NOTES) FIN TYPE vINDOV FRAME HEADER WINDOW VIDTM z,• aC. AIL' 1J X TrP.) f A111 WINDOW IEIGI(t EQUALLY SPACE ANCHORS I 1 CTYPJ B 8 A II 6 MAX24. O.C. +- 11f111I1 w- CTYPJ FIN TYPE MAX <TTPJ WINDOW FRAME 61 MAX. CTYPJSILL ELEVATION VIE M X. MOR MARBLE SILL STOOL By lOTHERSa•1 G:Ij,P:S'/i .F A dIJY`tL 3 Jr=; : AXE: SPACE MAX SHIM AS REO'D. SEE WTre, TVD By WOOD BY OTHERS VINDOV VIDIM 1/4' MAX. SHIM SPACE CAULK BEtVEEN TWO by WOOD WINDOW FIN BY OTHERS L SHEATHING SHIM AS REO'D. SEE MOTES) f I I j' 1• Mix 1 EMBEDMENT 1- Ii f` GLA2IMG (TTPJJ SEE NOTE 7) PCRI)!ETER CauLK SHEaiMi)4; BY GTHERS Br 07mEERS FIN TYPE WINDOW STUCCO OR FRAME JAM3 SIDING BY INSTALLATION OTHERS ANCHOR 8 SCREW SECTION B—B 1NOTES,.)SHIM AS REO'D. ADJACENT TO EACH INSTALtATIDN ANCHCP. MAX. ALLOWABLE SHIM STACK TO K 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFIC•.ENT LTM. TO A:MCVC MAN. E-ABEOMENT OF 1- WrO WOOD FRAME MEMBER. 4) USE SIUCONIZEO ACRYLIC CAULK BEHIND WMDOw FIN A- H.EAO. SILL k JAMBS. S) USE SK)CONZED ACRYLIC CAULK FOR PER:JETER SZAt A<OUNO EKTERtOR OF WJDOw FRAME. 6) CUSS THICKNESS MAY VARY PER THE RE4JIREVEN7S ON AaIM E1300 CLASS CHARTS., 7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM COPPERS AND LLAK. 24- O.C. DESIGN PRESSURE CAPACITY OF RwSTALLATIONS, YF-M ANCMCR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73_x 71- MAX. PREPARED BY PRUMXT L APILICATIpI EN NURM. IN" Z70 INILRPM:AN"L PLVY., SWIIE ZW. MEA--,JV, FLGR:DA 2Z746 PIGS 677 917i-WJ62 ).A 92/ AYJ-a A' u SHEATHING CAULK BETWEEN HT OTHERS WINDOW FIN 6 SHEATHING —\ B SCREWANCHORINSTALLATION STUCCO OR SIDING OTT.CRS I CAULK. 0Y OTHERS GLAZING (TIP-) SEE NOTE 7) WINDOW HETGMI PERIMETER CAULK IY OTHERS INSTALLATION ANEHOR RS SCREW STUCCO OR SIDING IT OTHERS CAULK DETV£CN WINDOW rim SHEATHINGiSHEATHINGByOTHERS TWO By WOOD by OTHERS 1/4' MAX. SH1M SPACE SHIM AS REO•D. FINTrPE (SEE NOTES) WINDOW FRAME HEADER 24• D.C. WINDOW WIDTH 1NATYP.YP.) WINDOW HEIGHT FIN TYPE WINDOW FRAME T— Sitl .il}3--- MARBLE Stu STOOL BY 24' D.C. OTHERS MAX. (TYP.) 1/4' MAX. SHIM SPACE I SHIM AS REVII. SEE NOTES) JI'MINL TWO By WADEMBEDMENTHYOTHERS SECTION A -A WINDOW WIDTH TWO By WOOD — BY OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (TYP-) — SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB EOUALLY SPACE ANCHORS (TIP-) A ( Max. TYP.) 6• MAX.(TYP.) VATS N nEWED FROM ExIERTOA i.1 ',..a:.: 6. i.:ri'. b .= r'"RIDA =V 1/4, MAx CAULK BETWEEN SHIM SPACE WINDOWFIN HCAiSHEATHING I' MIN. EMBEDnCmT f L S+EATNtNG BY OTHERS PERIMETER CAULK J INSTALLATION Hr OTHERS STUCCO OR ANCHOR 93 SCREW SIDING Br OTHERS SECTION B-B N IES'. T) SHIM AS REO'D. ADJACENT TO EACH NSUL ATKBN ANCHOR - MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 3) OWALLATK)N ANCHOR MUST BE OF SUFFICIENT LIM. t0 ACHIf\1E MIN. E BEOMENT OF I- INTO WOOD FRAME MEMBER- USE S"OHRZED ACRYLIC CAULK BEHIND WINDOW FIN Al HEAD. SILL Q JAMBS. S) USE SRJCom= ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) GLASS THNCKNESS MAY VARY PER THE REOUREMENTS OF ASTM E13W CLASS CHARTS. 7) INSTALL INSTALIATK)N FATENERS AT 6' Hut, FROM CORNERS AND MAX,24- 0C. DESIGN PRESSURE. CAPACITY OF NSTALLATIONS WfH ANC) -DR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAKA?L£ SITES LIP TO I19- X 49 5/8" MAX. REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD. FLORIDA TITLE: 1NVALLATION DE.A!L w/ R8 SCPEWS HORZ. SLIDING FIN WINDOW XOx C3NFIGURATIGN- SERIEJ 1000 DRAWN BY: BB APPROVED BY. DATE:12/17/01 SCALE N. i. S. DWG: FLExO(329 RC ARCD IY. PRODUCT L APPLICAIMN ENGINECRIW4 )ML. r" DNTERIMTIDNAL PKWT_ SATE 250, HEATnROV. V:tiJtIDA 3274i t" A07 005-0363 rAx .07 jlS-034 ONE By WOOD CONCRETE OR CONCRETE OR CAULK D£tVEEM WOOD INSTALLATION ANCHOR BUCK BY C•MER$ PtASDM'Y OPENING MA,LWy OPENING BUCK t MAS•Y. OPENING 3/15' D1A. TAPCON BY OTHERS IT OTMERS By OTHERS B.v. I-I/v ft ONE By WOOD ' BUCK WIDTH) I , ;N6NENf BUCK By OTHERS 1/4• SHIM D 1'1/4' IN. FLANGE TYPE SPACE MAX. CAUL DETwCEN G EMBEDMENT WINDOW FRAME SMTH AS REO D. WINWW FLANGE O JAMD 'SEE NOTESI t WOOD '—E INSTALLATION ANCHORi3/16' DIA TAPCON pI/f• SHIM SPntE HAx. RIGID vlNrt GLAZING DEAD GLASS 'TIP.) SEE NOTES) IjI O STUCCO \ IgYOTHERS \ 111 Snits ASPER114EtER ES) D. SEE NOTES) CAULK BETvfENCAULKBJLVINDOVrt.m" W.H. OtHERS (BUCK t WOOD DUCK o WINDOW FLANGE TYPE HEIGHT) HEIGHT) WINDOW FRAME EADER PERIMETER CAULK STUCCO GLASS (TYPJ DY OTHERS BY OTHERSSEENOTES) VV. VINDOW v1DTH) CAULK BETWEEN BUCK & SECTION 8-8 MAS'7.OPENING Nam• DY UI ERS RIGID VINYL 1) Swu AS REO•D. AT EACH INSTALLATION A:4CHOR. MAX. ALLOWABLEGLAZINGBEADGLAZINGSHIMSTACKTOBE1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTµLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEtF_ MIN. PERIMETER FLFLANGETYPE EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRnw- CAULK ANGE FRAME 4) USE SILSOHoZED ACRYLIC CAULK BEHIND w DOW FLANGE AT MEAD 6: AT OTHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AGHESIvE CAW( OR APPROVED EOUAA S) USE SILICOMIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE O 6) B EXACT WINDOW SIZE IS NOT LISTED 1N ANCHOR CHART, USE ANCHOR OuAMTIFF LISTED wRH NEXT LARGER SIZE. FOP, THE APPROPRIATE DESIGN PRESSURE REO'D.. 7) GLASS THICKNESS MAY VARY PER THE PEJU+REMENTS V ASTM E13DO CAW( BETWEEN V V GLASS DESOCHARTS. WINDOW FLJwGE a) LETTER DESIGNATIONS DM THE TAPCON LOCATION CHART 6+DIFJL7E t PRECAST SILL WHERE TAPCON ANCHORS ARE TO 8E INSTALLED wHEn USx+G THE vRECASTS ELL PRECAST SILL EXTERIOR ELEVATION AS A KEY. ADMESIVE CAULK BY OTHERS SECTION A -A 9) SHOULD BE FILLED WITH /a SCREWS ALL FACTORY APPLIED HOLES NOT OF SSUFFICIENTATED FOR ttATO PROVIDE OR APROVED EOL. MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. W.W. 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MVV FA COMPLY WITH SEALANT MANUFACTUP.EP.•SPECOMMENDAT:ONS. t 1) ONE ADDITIONAL FIELD DRILLED h INSTALLED ANCHOP IS REO•D. IN B C D EACH JAM2 ON THE FOLLOWING SIZES: -025" (73 7 62). -026' 73 X71),-56UWU- (65 x 71). h-60M6OM- (71 x71). PLACE ANCHOR BETWEEN ANCHORS C AND i AND BETWEEN ANCHORS "H E j / AND J• OYEP ss PSONLY. 1 2) WHERE w+MIOOW 15 INSTALLED ON MASONR:• OPEN04G ra:M A StRUCTUAt TWO BY 1WOOD- 3/ BUCK, USE /10 SCREWS I SCLLA74 '; FASTEN TO W.H. r-- ACHIEVE t-3/B" t6N. fMBEDuEM AT AL 6NSTALUTI6N FASTENER H LOCATIONS. ON SIZES NOTED IN NOTE 1.1 ADD A 1.0 SCREW G ANCHOR TO EACH JAMB FOP. NOTEO DESIGN PRESS•JRES. 8 8 GFI' 4'llL4 LFLC, :: DkAffM TER)OR FRE # PPc0A2T2 AI. PPGDIGT E APPLICATION E) CALL TIP TO LVLA!IVM) IN H1LAU I LUi.AIIUM) IN JAMO O.Y Z60 SIZE TIP 0 0 TO TO I TO TO Xnr S 7 1N2 26 1/ 2 x 26 C C C G.H G.MGM t.3 26 1/2 It 38 3/6 C C C G.M G.N G.H 1H4 26 1/ 2 x 50 5/6 C C C G.M G.M G.M,IJ IN4S 26 1/ 2 x 56 1/4 C C C GM GM GMJ,J INS 26, 1/ 2 It 63 C C C GM G.MJJ G.MJJ 1 M6 26' : x72 C C C c,M G.NJ.J G HJ.J 23 X 37 X 38 3/0 C C I C M G.H M2437 X 50 5/1 C C C G,M GMJJ G m.+J 245 37 X 56 1/4 C C C I G.MG.MJ.J c^%J 25 37 x 63 C C C G,N c nJ.J crJ,J 21 37 x 72 G C C G,H.I.J c.NJ,J E r C.H,IJ 1/6 0 M 4M 33 53 1/ 2 x 32 3/2 C ex CC G.N G.H cM.IJ 34 53 1/ 6 x 50 S/6 C B.0 VC G.N GMJJ G.NJJ 345 53 I/ 6 x 56 1/4 C S.0 0 2.0 G, MJJ G, HJJ E.F,G.+JJ 35 53 1/ 9 x 63 1 x 7 C C S.0e.0 D. 0 c.HJJ G, HJJ G. MJJ E. r.cmj E.r.G. HJJ E.rc.H. 0 o. 023 74 x 38 3/1 B.0 ex I A.D.C.0 GMG.nJJ G.yJ,J 02f7A X 50 6/8 e.0 B:C A--.C.O G M.IJ G,MJJ E F G.YJ.J D245 74 x 56 1/4 0,C B,C A,e.C.O C,HJJE.r,GMJ.J E F z M.0 74 X 63 B.0 B.0 A•S.C,O G,M,u E.F,CM.1J E.F.C.-ix big 74 X72BCexA.B.C.D C.MJJ EF,GMJJ E.F.G.mjj- 2ou2DM 24 x 4 20M30M 24 X 36 C C C 0.N C.M G,H 20vQM 24 x 48 C C C OM GM GM 20M46M 24 X 54 C C C cm G.N GMJJ 201150M 24 x 60 C C C G,M G,H GMJJ X 7 C C C H•. GM J I 3oM2DM 36 x s N N 3OU30M 36 % 35 C C C c,H Gil 3OM40M 36 % 41 C C C G,N G.NJJ cMJJ 30uf6M35 x 54 C C C C.N G,HIJ GMJJ 3OU50M 36 x 60 C C C G,H GMJJ G.MJJ 3OM60M 36 X 72 C C C G.H,1J G.HJ.J E.F.G.MJ.J 4 t'.M 4UOM M 46 x36 C C B.0 GM G ,H GM,IJ 40M40M 46 x 46 C C CC G.H G.HJJ GM,IJ 40446M 48 X S4 C C 3.0 G H CMJJ GJ1.IJ 4OMSW 48 x 60 C C D.0 QHJ.J GmJJ Er,GM,U 40M60M 45 x 72 C C 3,C c.n,I J EF G.M.I,J f F P M 14 et J+ n M 46M30M 54 x 36 C B.0 e.0 G.M G.H G.nJJ 45M40M 54 X 48 G B.0 B.0 O,M G,MJJ GM.+J M4 466M 54 X54 C e.0 3.0 G,NJJ C.H1J EXAM.. 46M50M 54 X 60 C B.C. S.0 G.M,IJ. G,HJJ E.i,G,MJJ fM x 7 r C 3.0 HI r MI F OM 4 SC tl.c G.M G.n G,n SOM30M 60 X 36 C B.0 B.0 CM GM GJ1JJ 5OM40M 60 X 48 C B.0 e.0 G.M G,HJJ GMJJ SOIu6M 6C X 54 C B.0 S.0 c MJJ G.HJJ E F.GM,LJ SOM5OM60 x 60 C S.0 e.0 G m.0 G,»JJ EFCM.IJ SOM60M 60 x 72 C S.0 ixG.MJ,J EF.G.14j. E F.G.MJJ 56M30M 66 X 36 e.0 B.0 A.3.C.D GM G.HG.MJJ 56woM 56M46M 5SU50M 56u6OM 66x AS 66 x 54 66 x 60 66 x 72 e.0 eC e.0et e.0e. 0 8. 0 B.0 A. D,C.? A.B.C.: A.3.C. D C.. G.nC. M.I. JG.H,IJ G.H:iJ G.MJJ G, MJ.J EF,CM,I. J E.F.C. M,IJ G.MJJ E. F,c. M,W E,r,GMJ, J EF.G. n U• 4 e. 6OU30M 72 x 36 e C e. C.: c.m cm 1 GJ+J J 60u40M 72x A6 e.0 B,C A.3,C.0 IG,M G,H,U G M,IJ SOM46V72 x 54 eC e,C A.=C.: G,H.IJ G,HJJ E G MJJ 60M50M 72X 6C 72 x 72 C a_x B.0 C A_2.0 : A.B.0 3 G.H.IJ G,n JIEi,GM.LJ EF G .LJIEr ,MJJ G H IJ. ADDITIONAL AN. CARS RE,—D. SEE NOTE 11 FLORIDA EXTRli DERS INTERNATIONAL, O, RIDA TITLE: INSTALLATION DETAIL ui TAPCONS HORZ. SLIDING FLANO_ WINDOW — SEP.IES 1000 DRAWN BY -.BB APPPOVED BY: bu%. DATE:I0/ 23/01 SCALE: NTS DWG.: FLEX00=0 ER:Mi. IN'„ 250 INTERnA'I^JIfL PAvY- S,4tE ZU. SLAT-R3v, 52746 ;..<,K 4%7 605-03a5 Fa. 40" )05-03is y i ONE By WOOD B(EK Br OTHERS CAULK BETWEEN WINDOW FLAN- 6 WOOD BUCK CAuIK IETvEEN CONCRETE OR WOOD BUCK 4 MaSONRY OPEnIH MAST, OPENING TOTMERS IT OTHERS C 1-1/4' MIN. A EMBEDMENT I INSTALLATION ANCHOR 3/16' DIA. TAPCON BUCK WIDTH) £M3fDHENt INSTALLATION ANCHOR ONE IT WOOD 3/16' DIA TAPCON D ICE BY OTHERS — ST 0 HY HERS SHIM AStl4REO•D. RIGIDVINYLSICNOtEUMAX- T7 GLAZING BEAD c_ STUCCO / SHIM AS REO-D. BYOTHERS / ( xSEF MAX. GLASS K_ 41HETERJ/ (SiE MOTfS) (TTPNOTES) CAULK By OTHERS FLANGE TFPE FLANGE TYPE WINDOW FRAME WINDOW FRAME . IAMB CAULK BETVCEN v MEADER WINDOWFLANGEPERIMETERRIGIDVINYL 8 WOOD BUCK CAULK GLAZING BEAD Br OTHERS tYP.) CLASS W.V. V.DOV ( TYP.) (SEE NOTES> (WtNDOv WiDtN) 1 EIGHT) Bx BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW MAST. OPENINC FLANGE L PRECAST SILL IT OTHERS V/ CAULK. O 116 v'D. E L. SECTION 8- FLANGE CAULK. DA APRY'D. £. FLANGE TYPE CONCRETE OR PERIMETER VINDOV FRANC MASONRY DPENIMG CAULK SILL By OTHERS by OTHERS W.W. PRECAST SILL Nr a AlBY OTMERS FA „ CSECTION A-Ai1)SHR( AS REO'D. AT EACH WSTALLATION ANCHOR. MAX. ALLOWABLE T E SHIM STACKTOBE1/4. D 2) weiDOw FRAME MATERIAL: ALummuw ALtOY 6063. 3) NSTALLATgN ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE / ' ' 1V MBN, EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. ^Y 4) USE SILCONBZED ACRYIJC CAUL( BEHIND wwDOw FLANGE AT MEAD k JAMBS, SILL MUST BE ATTACHED TO THE SUBSrW.E ,NTHB K B o VULKEM 116 ADHESNE CAuLx OR APPROVED EOWL `` i 5) USE SHXMZED ACRYLIC CAUL( FOR PERWE1iR SEAL AROUND W.H. F G 441 EXTERIOR OF wINDOw FLANGE. 6) IF EXACT W SIZE IS NOT WED IN ANCHOR CHART. USE A1T ANCHOR OL" M LSTED wLTM NEXT LARGER SIZE, FOR THE / APPROPRmTE OES4N PRESSURE REO'D. ~ 7) GLASS TH CKNESS MAY VARY PER THE REOLAREMENiS OF ASTM - BLETTER =I= STHTAPCON LOAOCHART WDCATE H wtERE ARE TO BE wSTALLED ww-N uswc THE ^+1 N l O EXIDWA ELEVATNON AS A KEY. J J 9) ALL FACTORY APPLED HOLES NOT DESO"TED FOR TAPCON ANCHOR SHOULD K. FALED wltH IS SCREWS OF SUFF7CtW LIM. ^ to PROVIDE MIN. 6/8 IN. EMBEDMENT INTO wOOD SuCx. A PRINT A `xTAPPLIES HOOD SERIES A EXTRUDERS 20 ELEVATION PINT ALSO APPLES i0 ?MEFtORtOAExiRtlDEits1500AND2000SERIESSINGES "UNGS. 11) WHERE 1MCOw IS INSTALLED N MASONRY OPENR4 MFN A STRLCTUN, two BY WOOD BUCK. USE 110 SCREWS OF SUFFHCENT LENGTH TO ACHIEVE 1- 3/B' Mw. EMBEDMENT AT VIEWED FROM EXTERIOR ALL NSTAL.tATKA FASTENER LOCATIONS. 1 I4 PPJ.PARED V: IIMOUCI • TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30M TO -,*v Il v TO 7OPSF 30 SF TO 4C*Sr v TO 7yv 12 11/3 r.G F.G 13 is X, 37 3/ 8 8 B r c F,c 14 le 1/8 : N 5/8 B 8 F.G F,G 145 8 1/8 x 83 1/4 a B FA F.G 15 t4 1/2 X 62 B p FA - F.G 16 14 1/s X 11 B a F.G f.cmi 17 Is t Xi a F. i s 1 1M2 25 1/2 a 25 a BFc IM3 25 1/2 x 37 3/8 B 8 F.c F:c 1M4 25 1/2 X 46 5/8 B B r.0 1 M43 25 1/2' x55 1/4 B B F.0 F,G.HJ IK525 1/2 X 42 B B FIG F.G,M; 1M6 25 1/2171 a B F.G F,GnJ IM7 2S 1 2 : e3. B B F.GJ.K f,cJ.K30 1/2 . 26 1/ 1 1 2S B B rc F.c 30 1/2 • 34 3/8. 29 1/2 X 37 3/8 M 1/2 X 41 5/8 B B r,c r.G.MJ 30t/2 . S0 5/8 1/2 a SS 1/. p 6 F.G F,G,r,J30 1/2 . 561/4 29 11/2 X 62 B B F.c r,cJ+J 30112 . 63 30 +/2 . n 29 29 1/2 a 71. B e F.WU F.GrJ 30 1 . e. 29 1/ 2 X 83 B a f,cJX F•GJ.K dx 23 36 x 25 36137.318 0 B 0 B F.G1 2436 x46 5/ 8 B a 8 8 r.GF.GF.G.M) F.GJTJ 245 25 36 1551/4 36 x e2 B p F.G m) r.61!J26 36 x71 B 5 r,6JL O.0 c.Jj 736 x83 B B F.G.JJ( F.G^IJ.t 42 .2542 . 383/ 8 41 X 25 1 1 37 3/8 B B F:G f.6.MJ 2 , 50 5/8at x 42 5/8 B B B B F.G F.c,M.IF, c.MJ F,GJTJ N2 . st 1/. 2 . 631a55 1/. 1 X e2 a B F.GXI D.E,F.0 ri A2 , 72 tt X71 B B F.G,nJ O.EFFrJ 6X e3 Fc x F.c,M.1J.K a8 . 26 e . 3e 3/ 8 47 X 25 67 X 37 3/2 B A.0 A.0 F•G f,GJU a . 50 1/37 X 05/8 55 B B A.0ILL F.G F.GIUF.GJ'JF.c.r,J 48 , 561/. 48A437X 1/4 FA. Mj O.E,F. GriI 48 . 72 7 X 71 8 A.0 F.GJH.1 D.f.F.G.HJ A 47 x33i 32 52 1/0 X 25 B A.0 r,G F.c F.c 33 34 52 1/8 X37 3/3 2 1/e X .9 $/ a B 8 A.0 A.0r.G.NJF,GJ+J 345 52 1/8155 1/ 4 a A.0 FF.M.1 O.E.F,c.MJ 35 52 1/0 X 42 p A.0 F.G.mi D.E.F.cJ+J 36 52 +/8X 71 p A.0 FA.MJ 37 52 1/e X e3 B A F.GJ.K D,EF.G.J.KJ.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERSINTERNATIONAL. FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOVS — SERIES 1000 , 1500 L 2000 DRAWN BY.: BB APPROVED BY: DATE:10/09/O I SCALE: NT S DWG.: f LEX0016 110N ENGPKER kr wC.. 230 wiEPNATow xY„ Sun 250. MGbAOw, FLORIOA 327.6 PANE .01 805'0365 Tut N01 JCS-0366 CAULK BETWECN SHEATHING vINDOW FIN t BT D7HER$ SHEATHING INSTALLATION ANCHOR NO WOOD SCREW STUCCO By OTHERS WINDOW HEIGHT PERIHETER CAULK IT OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS 14IN. E"3CDNENT TWO By WOOD By OTHERS SHIN AS RCQ D. SEE NOTES) I MAX. J SHIM SPREE FIN TYPE VINDDW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME SINARBLE SILL STOOL IT OTHERS q vINDCW WIDTH 1/4' MAX M1H SPREE SHIM AS REO•D, TWD BY WOOD SEE NOTES, STUD By OTHERS NT A M"uu +`A -. 1' MIN. lY g l,l.(n EnsEIIM.ENT a+++ F(SEE MuTES)UX # rLT--f uEE s) SHEATHING BY OTHERS CAULK BETWCEN VIINDOv F i' H B 8 2N' D.C. KAx, (IYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) NEIGHT A j tTYP.) ELEVATION viEwED FROM EXTERIOR INSTALLA"TON ANCHOR TWO By WOODs8WOODSCREWIILLLLifLL'LLL'jLLL. BY OTHERS STUCCO By OTHERS s 1. CAULK -BETWEEN ':• WINDOW FIN SHEATHING t SHEATHINGS BT OTHERS I'MIN. EMBEDMENT 'ot- SECTION A -A N FIN TrPE WINDOW FIN WINDOv FRAME s SHEATHINGIAMB PERIMETER INSTALLATION ANCHOR C.11.T.K t8 WOOD SCREWByCTHERS STUCCO BY OTHERS SECTION B-B 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4-. 2) wrNOOw FRAME MATERIAL• ALLMNMKAN ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFf)C)ENT LTM. TO AGH$bE MIN. EMBEDMENT OF I- INTO WOOD BUCK. 4) USE SIUCOwZED ACRYLIC CAtxx BEHIND wvtDCw FIN AT HEAD. SILL t .MM?S. S) USE SnK.OWZED ACRYLIC CAULK FOR PEAW-ItVt SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT. WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OuAa2lir LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY vAPY PER THE P.EOUIREMENTS OF ASTM E1300 GLASS CHARTS. - 8) FLORIDA EXTRUDERS 1DW SERIES SINGLE HUNG Is SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 20DO SERrES SINGLE HUNG WINDOWS. I I 1 JUAIL:IC/13/U1 {SCALL:N. I S IUWU,;tLLAUUcb CHI I UN r r,1 rw.,re,.r. >r m hacft ATtMu K— T," v-AA O.-*X A 7 MS-aU'A fAX ACT WS-Cau r COMCRCTE ORMASONRYOPENING BY 07HERS ONE By WOOD DUCK BY OTHERS CAULK BETVEENWINDOW, FLANGE a WGCD RUCK D STUCCO J By DINERS PERIMETER CAULK BY O7.RRS GLASS ( TTPJ SEE NOTES) Wit WINDOWEIGHT) PERIMETER CAULK BY OTHERS a CAULK : TVCCN WtNDOV FLANGE a PRECAST SILL W/ VUJCEH 116 ADHESIVE CAULK OR APRV'D. EOL. . INSTALLATION ANCHOR 3/ 16' DIA. TAPCON GLASS ( TYP;) 1- 3/4' MIN. (SEE NOTES) A EMBEDMENT GE A S SHIM AS REO'D.1/ 41 MAX SEE NOTES) FLANGE TYPE WINDOW FRAME w. w.hrB RIDGED VINYL GLAZING BEAD Bit DUCK1K1GMT) B RIDGED VINYL . W.H. GLAZINGDEADB. V. DUCK WIDTH) SMIM AS REO'D. 1/ 4' MAX. SEE NOTES) R10FdD vINYL GLAZING BEAD I' U4''"'" CONCRETE OR IC+K6CMt MASONRY OPENING Br OTMER; D INSTALLATION ANCHOR 3/ 16' D1a..iAPCON . v 0 ONE By WOOD v BUCK BY OTHERS FLANGE TYPE / v WINDOW FRANK CAULK BETWEENCAULKBETWEEN VIMDOV FLANGE PERt:•£TER a WOOD BUCK CA(U:K BY GTHHERS WOOD RUCK L MASIT.'DPENING W.V. WINDOW WIDTH) STUCCO BY OTHERSY OTHERS SECTION E— B 24' O. E. MAX (TTP) FLANGE TYPE VINDOV FRANK6' MA%., (TYP.) A ELEVATION VIEWED FROM EXTER GR a I V PRECAST SILL BY OTHERS SECTION A — A n _... 1)5wu AS REO'D. AT EACH INSTALLATION A"o OR. MAX. ALLOWABLE SHIM STACK TO BE 1/40. 2) WINDOW. FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIAL tAPCON INSTALLATION ANCHORS MUST B: OF SUFFICIENT LTM. 70 ACHIEVE tun. EMBEDMENT OF1-1/4'INTO MASONRY OR CONCRETE. .. 4) USESLICONIZEDACRYLICCAULKBEHINDW-NDDW FLANGEAT MEAD k JAMBS. SILL MUST BE ATTACHED TOTHUESUBSTRATEIM:M VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. - 5) USESIUCONaZEDACRYLICCAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANU- 6) IFEXACTWINDOWSIZEISHOTLISTEDriANCHORCHART. USE ANCHOR puANTITY LISTED WITHNEXT LARGER SIZE. FOR THE APPROPRATE DES PRESSURE REO'O. 7) GLASS THICKNESS MAY VARY P_R THE REGUIREMENTS OF ASTM E13W CLASS CHARTS-. B) WHERESPACINGBETWEENTAxoNANCHCP.S EXCEEDS24 IN. O.C.. jSSCRCwS`OF SUFFICIENT LTH. 70PROVIDEMM. 5/A IN. EMBEDMENT WTO WOOD SUCK SHOULD BE `+STALLED. 9) FLORIDAEXTRUDERS1000SERIESFIXEDw000wISSHOWN. THIS PW ALSO APPLIES TO THE FLORIDA EXTRUDERS2000SERIESFIXEDW`400W5. _. 10) SEEBACKOFTHISSHT. FOR R4SWN ANCHOR REQUIREMENTS. 11) APPLICATIONOFVULKEM1%6 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEAIANT MANUFACTURER'S RECOMMENGATONS. 12) WHEREWINDOWISINSTALLEDINMASONRYOPENING WITH A STRUCTUAL 1W0 BY WOOD BUCK. USE j10SCREWS ,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/5' MIN. EMBEDMENT. 13) WINDOWUNITSCANBEMtnLEDTOOTHERUNITSUSINGALUMINUMTUBEMULLION" SEE MULLION wSTALLATIONSHEETSFORREQUIREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERSSANFORD, FLORIDA TITLE: iNSTALLATiON DETAIL 11/ ONE BY BUCK FIXED "FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY:$ a SCALLE: APPROVED BY: DATE: 10/ 22/OI TS DWG.: FLExO018 SHEE 107 GY CORP.. 250 I/TC`NIATooL KWN. SLAM 250. rl(AAftCW. ILOPjDA 32746 PIIGHL 407 0ID5-0345 FAX 407 BIDS :3E6 w SHEATHING BY OTHERS CAULx BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR 09 SCREW ExiERtNISH By OTHERS — PERIMETER CAULK — BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK By OTHERS WSTALLATMN ANCHOR 0 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZNN( cSEE NOTE 6 1' MIN, EMM WOOD FRAMING v1niX1W vfDtr SHIM SPACE rBY OTHERS j j FLOMA B„0-A,F. SHIN AS REO'D.+` 7 W*- I j( tSEEMOTES) Ate- NAB' /\ 1/ 11 Max. W 1 fA i u 5HW SPACE w 'aE GLAZING SEE NOTE 6) CAULK BETWEEN WINDOW Fin EM3EtM4ENTLSHEATHING SHEATHING BY OTHERS SECTION A- HEIGHT FIN TYPE WINDOW FRAME SHIM AS REIM 1/4' MAX. SEE MOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR rim TYRE WINDOW FRAME A -NJ ELEVATION VIEWED FROM EXTERIOR w WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR a SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B EXTERIOR FINISHPERTMEtER CAULK HY OTHERS BY OTHERS NOt [• I) SrW AS R£O'D. AT EACH INSTALLATION ANCHOR VMTH LOAD BEARING SHIM. MAX. ALLOWABLE SHLI STACK TO BE 1/4-. 2). WINDOW FRAME MATERtAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENC HT TO ACMeA wIN. EMBEDMENT OF 1" INTO WOOD FRAME. 4) EFOR SEAL AROUND EXTERIOR NDOW FRAME. 5) USE SUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CMARta. SINGLE GLAB40 Zis SHOWN INSULATING GLASS' ALSO OUAUFIEO. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B B) SPACE INSTALLATION ANCHORS At 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. MRT'• ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVALABLE SIZES UP TO 73' x 71' OR 63' X 95- OR 119' x 37-3/3MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US:NG ALUMINUM TU9E MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREIAENTS. PREPARED BY: PRODUCT IECHnALOLY CORP- 250 WTERHATKM4k PKWY, WE 250. LAKE MAR*. FLOR" 32746 PHONE 407 605-0365 FAR 407 605-0366 U CAULK BETWEEN WINDOW FLANGE i WOOD BUCK CONCRETE OR 1140HRY OPENING BY D14CRS f ETO1T. i1N;TM SYOOTHERSlPERIMETER CAULK IT OTHERS WINDOW FRAME MEAD ExTERMR WINDOW FRANC - SILL PERIMETER CA LK IT OTHERS EXTERIOR FINISH — BY OTHERS CAUUI BETWEEN VI1MMOV FLANGE t WOOD BUCK CAULK BETWEEN MAR rdNG BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE By WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/.t6' D:A, TAPCON I — -- 4 - 4MMN. Q EMBEDMENT 1 1/ 1- MAX. SION SPACE SHIM AS REO'D SEE NOTES) GLAZING (TYP. SEE NOTES) Q 1 CONCRETE DR MASONRY BY GYHERS SECTION A — A INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SHIM AS REO'D SEE NOTES) NOTES. i) SHw AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. AL:OWABt£ SHIM STACK TO BE 1/4'. 2) WINDOW iRAME MATERIAL ALUMINUM ALLOY 6063, 3) 3/16- DIA. TA DN INSTALLATION AVCMDR MUST BE OF SUFFICIENT LTM. TO ACMIEVE MIN. EM'LDMEMT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 24' 0..C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /6 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/6 N. EMBEDMENT INTO WOOD BUCK. A) W4ERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE / 10 SCREWS OF SUFFICIENT LEMCTM TD'ACHIEYE 1-3/9- MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SR.ICOwT-D ACRYLIC CAp-( S-rmmD WINDOWF-(NGE A- MEAD. SILL JAMBS. 6) USE SIUCOM ED ACRrLIC CAl" FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW 7) GLASS T.uCKTtiSS MAY VARY PER THE REOURtEMENTS OF ASTM E1300 CLASS, CHARTS. SINGLECLAhNCISSHOWN. RNStRAT1NG CLASS IS ALSO OUALMD. B) Duo DOWN AROUND CLRNED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILDDOWNMUSTBEOFSUFIECIENTSTRENGTHTOADEDUATELYTRANSFERLOAD FROM WINDOW TO THE"STRUCTURE. 9) FLOR10A EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, THIS PRINT ALSO APPLIES TOFLORIDAEXTRUOM1750SERIESk20DOSERIES. 10) ELEVATIONS S Ow COMMON CONFIGURATIONS. IT IS NOT INTENDED 70 LIMIT USE OF THIS PRODUCTTOTHESETWOCCNFIGURATIONS. THfS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE IODO. 1750. k 20DO SERIES DESIGNER AXED WINDOW FPAMiNG SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS UVNG ALUMINUM TUBE MULLION. SEE. MULLION INSTALLATION SHEETS FOR REOWREMENTS. r L 1/ 4-MO. EXTERIOR ELEVATiJN SHIM SPACE SHIM AS REO'D SEE NOTES) WINDOW FRANC JAMB GLAZING ( TYP. SEE NOTES) MIN EMBEDMENT N' MAX — SMIM SPACE ONE IT Wm- D BUCK BY GTHERS d 1AANCHLR3/ 6' DIA, TAPCON PERIMETERCAULKBYOTHERS / EXTERILR FINISH J By DTr$RS WINDOW WIDTH CAULK BETWEEN v.{D BUCK i MAS'Y OPENING J+ of OTHERS j I C CAULK BETWEEN II WWj_ v FLAsGE L WOOED RUCK CONCRETE OR MASONRY OPENING BY OTHERS SECTION B— B A EXTERIOR ELEVATION W IT Q 1- 1/ 4- MIN. FLORIDA EXTRUDER q INTERNATIONAL, NFLORIDA EMBEDMENT .. xj CPE BY WOODAV- i TITIEFLANGE INSTALLATION DETAIL CONCRETEHEADER vi) By B Cu BUCK IT OTHERS DESIGNER riXED WINDOW 1000, 17, 50, S BOLD SERIES I3RABtAi8Y: BB APPROVED BY: DATE:02i12t02 SCALE: NTS DWG.: FLEx0035 OWW3 AH. N _%a lj CM- AN lRNMW =H AN. Z:M rA 40M . BRIM Y)M P" r1 q'HL7•! Ir IC!•01A ONE 1T 'DUCK DT DINERS ru 1i'SK THING` r PLYWOOD ('YPJ--\ 1T CTKERS IEXTERIOR FDASH LY OTHERS PERX7CR CAULK tT OTHERS VINDOV FRAME HEAD TANDOW1IEIGN11 Ex1EPIOR V:NIDOV r1Iw.E S:LL PEi))ET£R CAOLr 1; DINERS Cx-ERMRrNso IT LTtR. 11 SHIN A_ RED'D SEE )NCTES) GLAZING (TTP. SEE NOTES) SKIM AS READ SEE NOTES) CAmX LETWEEN -! dV)NDOV FLAWA QtONE ;:r WOOD RICK CAULK LET VEEN WOOD S'--K 1 1T OTHERS CONCR£'E OR CFC TION _A -AMASONR• - IT OT•ERS INSTALLA"ON ANCIGT A;0 SCRCV BUILD DOWN Sr OTHERS TO (ALSILL) :ES M AS PEOD. AT LAG! INSTALLATION ANCHOR WIN LEAD BEARING SHW. MAX. ALLOWABLE SHIN STACK TO BE 1/4'. 2) WINDOW FRAME WZRAL: ALUMINUM ALLOY 6063. r1-3/6' MIN. 3) TAPCON INSTALLATION ANCHCAS AT SILL MUST BE OF SUFFICIENT LTN. TO ACM: -Jr - EMBEDMENTIEMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY 00 CONCRETE. /10 INSTALLATION SCREWS AT HEAD k LAMBS MOST BE OF SUFFIC:ENT LENGTH TO ACHIEVE 1-3/1' MIN. EMBEDMENT INTO WOOD FPAmiNG AND BUILD DOWN WHERE REQUIRED. INSTALLATION ANCHCRS k SCREWS TO BE PLACED 6 IN. FROM CORNERS k 2A IN. D.C. MAx. a) USE SILICONIZED ACPYTIC CAULK BEHIND WL40W FLANGE AT HEAD. SILL k JAMBS. 5) USE SLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF N*O FL.NICE. MAX. 6) CJLSS THICKNESS MAY VARY PER T,.E 1CDUMEMENTS OF ASTM C1300 CUSS ewSSPACE C.wAMS. SINGLE GLAZING IS SHOwt4. INSULATING CLASS IS ALSO OuAiff1ED. 7) OMD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY O' KERS. BURR DOwN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM vnNDOw TO THE S'RuCTURE. B) FLORIDA Ex7RuOCRS tOOO SERIES DES16NER wtNGOw SHOwN. THIS PRINT ALSC APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. R) ELEVATIONS SHOW COMMON CONFIGURATICHS. IT IS NOT INTENDED TO LIAIT USE OF THIS PRODUCT TO THCSE Two CONrIGURAT104S. THIS SHEET APPLIES TO ALL CQNfX10UT1OMS THAT CAN BE MANS,?ACTUREO FROM THE 1000. 1750. A 2000 SERIES DESIGNER AxED vmDow FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS US" ALUMINIUM TUBE MLLUOW SEE MILLION INSTALLATION SHEETS FOR REOUIREMENTS. BLACK HEIGHTSHIM S%A.E EXTERIOR ELEvva-IGN d 1 FiAL FlRDIDNNt AA BTi.0.:4. F. ' 1 ONE IT WDDD MANUFACTU -3 1'73F]T•: .. LUCK' By OTHERS AIStA YAT10NPANT IR r s - t 3/ 16• 'IA. TAPCON y 1-3/8- MIN. EMBEDMENT BOCK WIDTH t/N MAX. SHIM SPACE CAULK FIVE- TVO sT lRAKINIG TVO 1T DLE aCCTHCRS1TOTHERSDTtHERSSHIN AS ES SEENOTES) INfTALLA-ION ANCHOR 0 sc;mv Q VINDOV FRAME 1 CAU-L 1ETWECN JAMI \ e VINMW FLAKGE L V^_v'D h7CK GLAZING ( TYP. SEE NOTES) Q Q CONCRCTE OR PERIMETER CAULK KASOWT AT CTMICAS ITDINERSWINDOW viD'H EXTERN? FINISH SECTION B-B BY OT ERS WI$ i WmoTH FXTERIC E: VATION AWA'. M •AN A—N: I- i' MIN, -..i L_ I/C MAL A? INSTALLATION Er.SPEk 1rtlN SPACE ANCHOR SCREW (TIP.) CAULK BENIND rim TWO Br FRAMING SH[aTWNG SHIN AS Dr OTHERS By C'MERS TWO IT BUILD (SEE NOTES) ES> DOWN Hr DINERS CAULK BfHIND FIN FIN rRAME JAMB IB ydTALLATIDIN it SHIM AS REO'D, 1) SPIN AS REDID. ADJACENT. TO EACH ANCHOR WITH LOAD BEARING l ANCHOR SCREW (TTPJ I (SEE tGiES) SHIM. mu. ALLOwA'-E SHIM STACK TO BE 1/s'. SEECLAZING S) 2) woDOw FRAME uAT_MAL Atwftw ALLOT 6063. SEE DiE vN. MAL 3) USE S1+C0 aZED ACRYLIC CAULK. BEHIND WINDOW FAI AT HEAD. SILL k JAMBS. r ma yh s) USE SMCOI*Z£ED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTERIOR Of 7a EMBEDMAT II I S) CLASS THICKNESS MAY VARY PER THE REOWIEM£NTS Of ASTM E13M CUSS WINDOW Fit. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CUSS IS ALSO OUAL/FIED. SNE•TWNG. 6) SCREW ANCHORS AT HEAD. -SILL k JAMBS SHOULD BE is SCREWS OF SUFFICIENT Tr OTHERS KTCRlOR fIWSM,-/ I ON. TO PROVIDE UK 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PUCE /t SCREW ANCHM 6' FROM CORNERS AND 2s' O.C. MAX.. EXTERIOR I OTMCRS a 7) BUILD DOWN AROUND CURVED PRIOR Or WINDOW FRAME TO BE ENCREERED BY \—EXTCnaR FINISH OTHERS &>kD DOWN MUST BE Of SLOICEMt STRENGTH TO AOEOUATELY BY OTHERS TRANSFER LOAD FROM WV400W TO THE STRUCTURE. PERIMETER CAULK B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSOtYOTNCRSAPPLIESTOFLORINEXTRUDERS1750SERIESk. 2000 SERIES. PERIMETER CAULK 9) ELEVATIONS SHOW COMMON COnfICuRATIONS. IT IS NOT INTENDED TO LIMIT USE OF WHOLW VlBIX-+! 31 OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN. FRANC MCADCR ComF0JRAT*kS THAT CAN BE MAWFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS SECTION B-B10) wINOOw UNIT CAN ALSO BE MULLED TO OTHER WTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR RE"EMENTS. GLAZING (TIP. SEE NOTES) EXTERIDR PERIMETER CAULK By OTHERS IB INSTALLATION --' ANCHOR SCREW, (TYPJ SHEATHING By OTHERS rim FRAME SILL SHIM AS REWS.- SEE NOTES) / r ) L vr• — SKM SPACE A Tv0 BY FRAMINGEXTERIOR ELEVATION IT OTHERS 1 r•`% j• CAULK DEMDD FIN f.ENdam' ' aJ i D7CJ' 1111wpay- R L 0 w4T EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONALS , FLORIDA T11U: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES DRAIN BY: BB I APPROVED BY: DATE:02/14/02 ISCALENT.S DIG.: FLEX0037 w_" M M w 1[OwLOb NM m_r &.M. "it K .d1. .'uftM 2,4 A" w M) w — r. A MM CONCRETE OR S.MlM AS RE'0'D INSTALLATION ANCHOR t4ASDNRr OPENING 4SEE NOTES) 3/16' DIA, TAPCON 1 I/A' MAX. SHIM SPACE BY OTHERS INSTALLATION ANCHOR 1 1/6' MIN. CONCRETE OR MASONRY OPENINGCAULKBETWEENRBSCREW (TYP. WHERE EMBEDMENT BY OTHERSDOORFLANGE L WOOD $UCK CAULK BETWEEN WOOD BUCK t ONE B7 WOOD TAP_ONS AiE NOT BUCK BY OTHERS REJ'D.) I I ONE BY WOOD INSTALLATION ANC.YJR / CAULK BETWEEN pER1METEit MAST. OPENINGCAULKBY BUCK BY OTHERS 3/!6• Dla TAPCON WOOD BUCK t MAS'Y. OPENINGB. pTHERS l 1/6' MIN. By OTTERSOTHERSEt•.3EDMENT STUCCO / BY- OTTERS C a SLIDING GLASS DOOR r^^ JAMSG II y K BEKEN ILK ST IP $$ COCR V CAULK BETWEEN HOD( STRIP L WOOD BUCK 0 I/ 1 D I/6' MAX. SHIM SF iIp MAS'Y. OPENING BY 11TMERS t SHIM AS RED'D. 1 I cSLf NOTES) MIN EM?EDMENi V Q1 4 INSTALLATION ANCHOR y 3/t6' DIA. TAPCON TEMPERED GLASS p CAULK BETWEEN DOOR FLANGE INSTALLATION ANCHOR TYP.) L WOOD DUCK p3 SCREW (TYP. WHERE TAPCONS ARE NOT REO'D.) SLIDING GLASS PERIMr.TER D.+E Pr WOOD DOOR FRAME 11EAD CAULK 8Y OR BUCK By OTHERS OTHERS MASONRCONCRY MASOPRY OPENINGPE STUCCO BY OTHERS S.G.D. WIDTHTEMPERED By B.O.4,?.TEMPERED GLASS / FJ GLASS (TYP.) SECTION B IAM ER AID: SLIDINGGLASS DOOR IQ r' -A, k -, CA4e r NTERLDCK DOOR IGMT MASTER MAE# HOOK STRIP DETAIL SLIDING GLASS ID',).)' R FRAME I SILL f ' D 1) DOOR MATERIAL. ALUMINUM ALLOT 6063. b TAPCDU Tt C INStALLATIOM AMC)IORS MUST K Of SUFFICIENT LENGTH TO AORCVE MHL CNDCOWNTOr1-1/4' IM?0 MASONRY OR CON(RE7C. .. 3) ALTERNATE tAPCON INSTALLAt1ON ANCHORS FRONT TO RACK IN ALL rRAW "MEMKRi _. a TAPCORI ANOOR CHART ON BACK Or THIS SIECT. S) USE SIL=MZCD ACRYLIC CAULK KWMO DOOR fLANGC AT WAD t IAMBS6) USE SILICOR7ED ACRYLIC CAULK rEit KRDETER SEAL AROUND EATERpR Or-DOOt7) S EXACT WOR SUE IS NOT LISTED IN AACORR CHART. USE AktmM-OUAMTItT ,LISTED W:tN I[Xt LARGER SITE: fOR-7W APPROPRIATE DESIGN PRESSURE REPB. -. . D) rOR POCKET DOOR SIZES USE CLOSEST "ASS DOOR SIZE L COWIGURATION TO r1MRSMCD O NDC RACE-TAPCDRS• IN rRONT OF ROOK STRIP AS SHIP^ .. .. f) GLASS TNICKAESS NAY VARY PER ItCQA4-WMTS Or AST" Et3D0 GLASS GwtTZ10) ALL fACTORT APKIEB MOLES NOT DESIGNATED rap TAPCON AMCMED SHOULD DE rhLE6 vITN to SERCV'. " OF SUrrICK1/T LCMGTN TO PROvIK NIK S/B' ENKDKNT INTO WOOD Surm11) DOOR UNIT IS APPROVED USING TCMKR ED GLASS IN SIMGLC GLAZED OR IleA%ATDt, CLASS. it) JAMB / SILL CORWRS ARE TO DE SEALED VITA A SMALL JOINT SEAM SEALER. " Ib SHIM AS RED•& AT C& SET OF INSTALLATION ANCHORS. MADE ALLOWABLE SHIN STACK TO. RE V4'. 1.) ALL INSTALLATION AMCtiORS )UST K MATE W CORROSION RCSIStANT MATERIALS15, rWWRE 'X' RCPKSCM.S MOVING PAWL —0 *W REMMSENTS fIXCD PANEL APPROVED As COKIQRATIONS ARC AS LISTED ON MC -OR CHART ON BACK OF I-SMEEi. 16) ROT ALL CONFIQRATIONS LISTED ADOVC ARC S)OvN OM THIS ORAVING- MMVER INSTALLATION I EXTERIOR ELCWA':ONN SEOCT S 'A A',. M-Y. L MOCK STRIP KTA0. APRs TO INSTALLATION OF ALL APPROVED . E [t r"3EDNENT 2 PANEL DOOR S-73WN 17) INSTALL ONE TAKQm W CACM PAIR OF r+CTORT APRtED INSTALLATION AXES U MLCSS 14TES D • V A • d • 1-1/6' M N OTMOMSE ON AW10R CMNtt. SEE BACK OFTHIS SWOT. A Ib fLORIOA EXTRUDERS 1000 SERIES AIDING CLASS DOOR IS S+OVK ?MIS R:NT ALSO APPLIES t0 Q ION SERIES NO I00"SERIES. .. .. _. ..:. Q • D REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLT ' FL 0 P..I D A INT. INC. SA14FDP.D FL. CAULKI1i UNDER SILL OR SET SILL IN BED INSTALLATION ANCHC? DF CONCRETE 3/16' CIA. TAPCON TITLE: SLIDING GLASS DOOR SECTION A'A INSTALLATION WITH TAPCONS DRAWN BY: 3B APPROVED BY: tCg [? I DnT£:I0/25/01 scat£: NTS IDWG: FLEX0021 rt ma 1xtrRNAttO.AL Acr_ toff M MEATMR7V. ft*kfzk DMA*. W-KS-C31S TAX NT-CS-O3f6 13 4 DOINSTALLATIONANCHOR — OR WIDTH /A' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'O'D sS SCREW j HT WOOD s8 SCREW SHEATHING (SEE NOTES) — BEDMENT ByE1/8 OTHERSERS EMBETVO HT WOOD By OTHERS Br OTHERS CAULK iETWEEN TWO BY WOOD SLIDING GLASS DOORFLANGEHYOTHERSDOORFRAMELSHEATHINGJAMBCAULK BETWEEN HOOK STRIP L SMEAtMNG 1 I SLIDING GLASS DOOR HOOK STRIP SHIM AS REO'D 1/ 4' MAX- (SEE NOTES) r SHIM SPACE INSTALLATION ANCHOR f-VB 141N 1- 1/6' MIN. so SCREW EHHCDHENT EMBEDMENT TEMPERED GLASS STUCCO MIN.) DOOR BETWEEN OR SIDING DOOR FLANGE BY OTHERS SLIDING GLASS t SHEATHING DOOR rRAME PERIMETER HEAD S+iEATHDaG CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING br OTHERS CAULK By TEMPERED GLaSi OTHERS STUCCO (TVPJ STUCCO OR SIDING TEMPEREDORSIDINGGLASS ( TYPJ BY OTHERS HY OTHERS SLIDING GLASS DOOR F INTERLOCK Y it+rt A J. .: - . • _ DOOR HEIGHT SECTION B-B HOOK STRIP DETAIL s 1014 UD Um S lu SLIDING, GLASS. DOOR FRAME SILL D Off U ODOR WTfRIA1:= ALLOY A06r - ._. .. .. _.. 27ADI-Wr LATlaNSCMWS CMSTDN_ DE or S1ALLAT NT LENGTK TO ACHIEVE VCHim LNKDKNT OrfICICINTOLENGTHT .TAPCDH_t7RI WStALLAt1}H ANCORS AT SAL MUST R Or S1frICIEHrtICNGTMTOApOCWENIN [NDEpfN' Or 1-1/4' DYTO WSOHRY OR CONCRETE :. " .... INSTALLAttON ANCHOR CHART ON SACK Or THIS SHEET - A) USE SAICOWZCD ACRYLIC CAULK EHW DOOR RAMC AT HEAD t WHDS SHUSESAICOMIZEDACRTLICCAILXTOR CRDCtCR SEAL AMD" ERTERIOR Or DOOR AH V EXACT ODOtt SIZE IS HOT LISTED IN ANddt CHART, USE ANCHOR OUANTITT LISTED WITH NeXT LWAR SIZE. rOR THE APP20MATC DCSIOrs RESAAIC RED'D-- ---- 77 fan POCKET MW SIZES USEOSE CLSTDnOOR A$& DSIZELCOWIGAtATWN to ry4SM D a-ENING PLACE INStALLAtION ANCHORS. W iRONI Or H COK STRIP AS SHOWN b CLASS THICKNESSMAYVARYPC* REQUIREMENTS or AST" C13M CLASS CHARTS -- H DOOR URHttISAPMMOVCDUSINGTEMPERED. CLASS IN SINGLE GLAZED OR INSUUTD6 GLASS IDH JAM/ r- SAL Co"CRS ARE to DE SEALED Wit" SMALL JOINT. SCAN SEALER -' IIH SHIH AS REO'L AT EA ht Or INSTALLATION ANCHORS. MAX. ALLOWADLE SKIN STACK to DE 1/4'. 12) ALL INSTALLATIONANCHORSMISTKHALEOrC7RRSSIONRCSISTANTMMIALS - 13) VNERC `X• REPRESENTS P!.VING PANEL AND -tr RCPRESENTS rIXED PAWL APPROVED COKIG%IAtIONi ARCASLISTEDONANCHORCHARTONDACKOrTHISSHEET. EMBEDMENT EXTERIOR ELEVATION "' Pat IONS `- -"'r :' ` ABOVE ET AP- "ToMULLAT D ".:o `AT'°N D d CI I(AAtATIONS. - A 1-1/ 4' KIN. 2 PANEL DOUR SHOWN M. rLOADA EXTRUDERS NOO SCRDCS SLI014 GLASS DOOR IS SHOVK THIS PRINT ALSO APPLIES TO 2W SERIES. AND SM SERIES. REV DESCRIPTION DATE IN' EXTRUDERS , tIHERALLr APPLY FLORID A INfi. INC. SANFORD ....FL CAULKIK6 UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF. CON BETE .. 2/14' DIA. TAPCON, TITLE: SLIDING GLASS, DOOR SECT INSTALLATION WITH 48 SCREWS ION- A -A DRAWN BY-. 38 APPP.ONED BY: 12W2ATE: iz, n/D, !SC ALE: NTS JDWGjFLE=27 S., I OF PAf AAXf h RpDUET a APRKAIIDH CifdNIERMG. I.C. Y.2 WTCANATtINKI PKw. SAME M -CATAAOW. RONTbL 31764. Ar7-DKS-Qtl ru A07_DM5-A3LA ''. I= P.VJDESIGNER SILL (TYP.) t9 X 3/4 SELF TAPPING SMS IXax1/9 TUBE MULLION SEALANT I VINWV i1 L muLL10N SEALANT VIMW tL S , L MlL10N t \-t8 X 3/4 SELF ' TAPPING SMS CBETWEEN BS(P.) VvDWv FLANGES SECTION A —A (I L MULLION 1000r P.VJDESIGNER SD1 ( TYPEL4t8X3/4 SELF TAPPING SMS i X 2 7/16 X 1/8 TUBE !MILLION VDVDOVTFIETVECNLS L MJLLDPI i8 X 3/4 SELF 10D0 sit TAPPING SMS HEAD ".) 3) s S SECTION A—AVVMWFLANGE L M1.L10N 1000 P.VJDESD;rtER SILL CTYP L MALMN t8 X-3/4 SELF TAPPING SMSI X 4 X V8TTUBEMILLION t8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTIQN A —A (5) 1000 P.V./DESIGNER SILL (TYP.) t8 X 3/4 SELF TAPPING SMS IX2x3/8 TUBE MILLION t9 X 3/4 SELF 1000S.N. TAPPING SMS MEAD ( TYPJ SFCTION A —A (2) 1000. P.W./DESIGNER SILL ( TYPJ t8 X 3/4 SELF TAPPING I X 2 7/16 X TUBE MULLION APPLIES TO HEAD & SILL WHERE i' X 4' AU) QUARY PLATE DETAIL C & 2' X 4' TUBE MULLIONS ARE USED a' nt AtnnwN.L ANI]Ott, VIft7 Mid 0 SHEATHING 10 0 0 INSTALLATION ANCHOR 08 VOOD LLIa SCREV CTYP.) EXTERNAL MULLION INSTALLATION CLIP TVO BY WOOD BUCK BY OTHERS 41000 P.VJDESIGNER SILL CTYP.) R8 X 3/4 SELF TAPPING SMS 2X4x3/ 8 TUBE MULLION t8 X 3/4 SELF 1000 S.M. TAPPING SMS WAD CTYP.)TX 3/4 SELF TAPPING SMS SECTION A — A (4) WAD 0`YP.) lootP. vJDESIGNER SECTIONA —A (7) SILL CTYP.) Pe x 3/4 SELF TAPPING SMS 1X4X3/8 I S A B'O TUBE MU. LIMNTP FlN FL NAi: hj,vAcrVlR- I PiA— grEs #' t8 X 3/4 SELF IWO S. H. TWING SMS MEAD CTYP.) SECTION A — A (6) DETltLS, l I, MULLION APPLIES TO MEAD Ai 541 WHERE 1' x 2'&1' X 2 T/It' TUBE MULLX7N5 ARE USED L 1 1/ EMB ae;. nma DETAIL tNSTN. LATIW A1M:HIR u V0] D SCttEV 77i) NDRti CLIP 8' MIN. FOMENT t 1 Mx EMtEDNENT- E: E/ FLORIDA EXTRUDERS Na RNATIONAL INc SANFORD. FLORIDA Tmy- SER. 1000/ 1500 F I N SHEET i OF 2 TRIPLE HDRIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2)' FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH _ ...- APPROVED" BY: DATE:2/ 6/02 SCALE-NTS - DWG- 1HMFINTR ae;.nma DETAIL tNSTN. LATIW A1M:HIR u V0] D SCttEV 77i) NDRti CLIP 8' MIN. FOMENT t 1 Mx EMtEDNENT- E: E/ FLORIDA EXTRUDERS Na RNATIONAL INc SANFORD. FLORIDA Tmy- SER. 1000/ 1500 F I N SHEET i OF 2 TRIPLE HDRIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2)' FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH _ ...- APPROVED" BY: DATE:2/ 6/02 SCALE-NTS - DWG- 1HMFINTR FLORIDA EXTRUDERS Na RNATIONAL INc SANFORD. FLORIDA Tmy- SER. 1000/ 1500 F I N SHEET i OF 2 TRIPLE HDRIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2)' FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH _ ...- APPROVED" BY: DATE:2/ 6/02 SCALE-NTS - DWG- 1HMFINTR SEAL ANT BETWEEN 1000 P.W /1 SIGNER TYPICAL MULLION TO GONMiTE O'.I1 W8 VMDOV FLANGES SILL CTYPJ ES TO JAMB WHERE 1' X 4' Q DETAIL B L MULLION 1000 P.V./DESIGNER Z- X 4' TUBE MULLIONS ARE USED) SILL CTYPJ #8 X 3/4 SELF8X3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE OR NAS IRY " BY OTHERS i X 2 X 1/8 I X 2 X 3/8 INSTALLATION SCANCREW AN 3/16• DIA. TAPCON SCREV ANCHOR CTYPJ TUBE MULLION TIME MULLIONEXTERNAL lIUI LION1SEALANTBETWEEN n i p ONE BY W/OD INSTALLATION CLIP FLANGESVIMMOW L MULLION CENTRAL FWMA D.O.A. . BY OTHERS a MANUFAC M= NAME* 7 l.OR/Gbt. E.frRVDERS . TAPPING SMS \---1000 S.H. TAPPING MAMR FILE 6 'aA`>a" 10A sx HEAD CTYPJWADCTYPJ , SEALANT BETWEEN SECTION A —A (t) SFCTIQN A —A (2) WINDOW FLANGESLMULLEINlowP.V DESIGNERl00oP.v./nESIGNER1000P.VJDESIGNER " c7YPJ SILL cTYPJ SILL CT# 8JX 3/4 SELF j #8 X 3/4 SELF #6 X 3/4 SELF v TAPPING SMS TAPPING SMS I X 2 7/16 X 3/8 TAPPING SMSIX27/16 X 1/8 2 .X 4 X 3/8 TUBE MILLION TUBE MULLION 1 BED MIN. TUBE MULLION EMBEDMENT FLANGES SEALAANNTBETWEEN fL LMULLIONANGE L MULLION DETAIL 2-N). r-A I 8 X 3/4 SELF #8 X 3/4 SELF L+ A 1000 IK TAPPING SMS 1000.S1i TAPPING SMS HEAD CTYPJ HEAD CTYP:? SEALANT SFCT10N A —A (4)vDWaV FLAAMrE+ BETWEENSECTION A —A (3i l _ 8X3/4 SELF - L MULLEIN TAPPING SMS - 1000 P.W./DESIGNER 1o00 PV DESIGNER . rSILLCTYPJ1000 Sit SILLCTYPJFLANGES1r # 8 X 3/4 SELF HEAD CTYPJ t ' 8 X 3/4 SELF L }Ll.lia - TAPPING SMS TAPPING SMS 1 X 4 X 3/8 ACTION A —A (7) VIED FROM. EXTERIOR IX4XVs, TUBE MULLION `TUBE MULLEIN FLORIDA EXTRUDERS '° F oTITLE: SER, 1000/ 1500 FLANGE SHEET 1 .OF. 2 I TRIPLE"HORIZONTAL MULLION SECTIONS.. SEE OTHER S I DE (SHEET EET2 OF 2) FAR 8 X 3/4 SELF #8 X 3/4 SELF DES I GN,. PRESSURE CAPACITIES TAPPING. SMS TAPPING SMS 1000 S.H. 20V DRAYN By. MSH' ArFtovED BY. HEAD KAD cTrP.i CTIN' ON` A—A (6) nATE 2/6/02 SCAIE: NTS Dw(;.: 1 HMFLGTR 1000 P.V DESIGNER SILL XTYPJ 8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION LANTWINDOWLEW L MULLION SEALANTBETWEEN' ° "-98 X 3/4 SELF VVOOVL MILLION 10W S FL TAPPING SMS SEALANT BETWEEN WAD CTYPJ VDNDOV FLANGES SECTION 'A —A i1) i MULLION 1000 P.V DESIGNER SILL CTYPJ B8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT wumv FLANGE t MULLION t8 X 3/4 SELF INC Sit TAPPING SMS HEAD CTYPJ SEALANT BETWEEN SECTION A —A Q WINDOW FLANGES L MULLION 1000 P.V DESIGNER SEALANT 2 WhyFLANGESrSILLCTYPJt .MULLION 08 X 3/4 SELF TAPPING SMS iX4X1/8 TUBE MULLION 118 X 3/4 SELF TAPPING SMS 1000S3i- HEAD CTYPJ - SECTION ' A —A (5) iD00 P.V DESIGNER APPLIES TO HEAD k SILL WHERE 1' X 4' SILL < TYPJ & 2' x 4' TUBE AIUUJONS ARE USED W= ADMTMWL ANCHORS: v1EN RCMM= .DETAIL c 8X3/4 SELF Q TAPPING SMS SHEATHING 10 I X 2 X3/8 0. 0 TUBE MULLION INSTALLATION ANCHOR f8 VOOD TWEEN Nv L30N SCREW ( TYP-) 04GES EXTERNAL MULLION INSTALLATION CLIP TVO BY WOBY THERS OD D B8 X3/4 SEifi '/ - 'J a . 10o0 SATAPPINGSMSHEADC7YPJ IripA i NAM MULLION SECTION A — A (2) rtogl¢ D S r 1' 000 V /DESIGNER ME #SIL6 / 1It8 X 3/4 SELF IDDO P.V DESIGNER-L `A TAPPING SMS SILL RYPJ 1 I X 2 7/16 X 3 8 TUBE MULLION t8 X 3/4 SELF TAPPING SMS 2X4X' 3/9 TUBE MULLION: ETWEEN 1 1/ 8' MIN EMBEDMEN - SEALANT BETWEEN VDNDOV FLANGE i MULLION 118 X 3/ 4 SELF 1000 SFi TAPPING SMS HEAD CTYPJ SECTION A —A ( j4 rI000 P.W DESIGNER SILL (TYP.) 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INC SANFORD, FLO$IDA TThZSER. 1000/1500 FIN SHEET 1 Or.2', t: s TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET2 OF 2) FOR DESIGN PRESSURE CAPACITIES VRAIIN BY: MSH JAPPROVED BY: DATF2/6/02 SCAI.>•;:NTS ' DWG.: 1HMFINTV SEA_ati' BET.'EE'll V.NMV FL.ANG-ES t tK1LLI0t 100E P.V./DESIGNER StLi fTye.7 1 n 99 X 3/4 SELF tl TAPPING VS X2XI/9 TJ: MtlLtlfA SEALANT V.Ih.3cV t K&LI; K9 X 3/4 LF 1300 S W TAPPING SmS AD C F ) SSE LANT _Zr i % E FLAl::f_S SECTION A —A (1) s altex j-IWO P.V./DESIGNERSILLCTYP_) 1 08 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/6 TUBE MULLION SEALANT BETVEEN V11-COW FLAUGES- L MULLION 09 X 3/4 SELF I030 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) VINWW FLANMS L MULLION I'-1000 P.V./DF.S.G..NER- SEALANT BETVSENSILL <TYP.: WIMMd FLANS r8 X 3/A SELF L 40-LION TAPPING SMS iX4X1/8 JDL E1VLLiL1\ ( - R9 X 3/4 SELF Ion S.FL TAPPING SMS ti£AZ CTYPJ I- 20, P.:./DESIGNER i STLL <TYP..) SELFHi TYPCAL MULLCN TO CONCRETE O JAJV8 APFLES TO JAM8 WHERS i' X 4' k 2' X 4' tU-2E MULLIONS AZE USED) CONCRETE OR MASJvRY BY 13TstERS X 2 X 3/3. "io,l c s` v=r—.J N FL A .O.AF. sU, l< =Y OTHERS 4 j MANUFACT NAM: fER ' tC2!' SM TAPP1tiG SMS, '`.L.+'`+CyID' f F. CTY?.i t I i Sr CiiQN A —A (2) I i 33C3 0W /DESTGNER SILL <TYP.) SILL <fYF.) Q 1 s8 X 3/4 SELF Tr -sS X 3/4 SELF INS'• ALLATICA ANCHOR 3/15' DIA. TAP.:1', SL2EVA.NCttN' <'YPJ EXit• KKAL.MULLIGA LNSTALWIDN CLIP. TAPP.. NJ SMS i X 2 7/15 X 3/S TAPPING SMS TUBE: KHJLLIC.1t X 4 X 3/9 ( 11/4' MiK. TUBE ML LL.M • EMBEZHEK, SEALANT BETWEEN VLNLDV FLA%*GE - t W.UOK 08 X 3/4 SELF 1C00 S:H TAPPING SMS W AD (TYP.) SECTION A —A (4 ) 1000 P.V./DESIGNER S1LL CTYP.) k8 X 3/4 SELF TAPPING SMS IX4X3/9 TVil V....+ It # 8 X 3/a SELF 0Di. TAPPING SMS 1S. H. 6EAD CT7P. i s8 X 3/4 SELF TAPPING SMS S. H. HEAD ..YPJ SECTION A — A (7 ) tx.lty , EL_VATiON VIEWED FROM EXTERIOR 1 ITMx. SER.: 1000/ 1500 FLANGE ..SHEET IOF I ` ' TN IN .HORIZONTAL MULLION SECTIONS SEE u 11L R SIDE SHEET 2 OF. Gi FOR J DESIGN PRESSURE CAPACITIES .._ FEB 15 7002 . 'DRA rx sr: MSH APPROVO BY. DATE:2/ 4/1"2 SCALE: NTS DIrG.: ; HMFLGT''d 1000 P.VJDESIGNER SILL (TYPJ 88 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLIEW SEALANT BETWEENWINDOWFLANGES- L HLILLDIN SEALANT. KTVEE 1-J I - I , \-88 X 3/4. SELF e WN S —1000 Sx TAPPING SMS SEALAHT HEAD (TYPJ WINDOW FLANGES SECTION A —A (1) - L MULLION IDOO P.WJDESIGNER SILL CTYPJ s8 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 88 -X 3/4 SELF 1000 SH .TAPPING SMS HEAD cm.) SEALANT BETWEEN SECTION A —A (3) WINWd FLANGES L .MA.LiM r 1000 P.YPW DESIGNER v1 SILL CTJ FLAW i MJLL1tN1I88X3/4 SELF TAPPING SMS 1 TUBE MULLION II8 X 3/4 SELF 1_ 1000TAPPING SMS HEAD CTYPJ SECTION"A—A (5) 1000 P.VJDESIGNER AUXKIARY Pt SILL (TYPJ TM A66ITX7W ANDOM WHO REM4RM -. 88 X 3/4 SELF TAPPING SMS O DETAIL C 0 0 Ix2X3/8 TUBE MULLION . O CEiynUI. F% ITMA B.©.A& BY vDnD 88 X 3/4 SELF BY OTHEG 1000 S.M. TAPPING SMS . MANUFACTURER NAME: HEAD.(TYP.> SECTION A=A (2) l000 P.V./DESIGNER M AS FII" SILL (TYPJ` 88 X 3/4 SELF 1000 P.VJDESIGNER TAPPING SMS SILL CTYPJ IX27/16X3/8 TUBE MIILIDN 88 X 3/4 SELF TAPPING SMS1. /— TUBE 4MILLION SEALANT BETWEEN WINDOW FLANGE — L MULLIIBI 88 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A 74) r1000 P.W./DESIGNER SILL (TYPJ 88 X 3/4 SELF TAPPING SMS 1X4X 3/8L / TUBE M7LLIINI N\— R8 X 3/4 SELF 100o SH TAPPING SMS HEAD (TYPJ SECTION A —A (6) APPLIES TO MEAD do SILL WHERE 1' X 4' h 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR t8 HOOD — SCREW (TYPJ_ EXTERNAL MULLION DrSTALLATIOM CLIP —' MILLION . DElAL_C A l l._ A L1 1/8' MIN. EMBEDMENT _ `- VIEWED FROM EXTERIOR DETAIL 8 APPLES TO MEAD t SILL, WHERE r X r s 1- X 2 7/16-:TUBE MULLIONS ARE USED MAnmc. TALLITIIN ANDIOR -. a WOOD ScRew RYP) Rom CLIP 88 X 3/4 SELF TAPPING SMS L 1DDD sm. SECTION A —A (7) HEAD (TYPJ cKscrMEM _ FLORIDA EXTRUDERS MFoPX° nORMA 2' SER. 1000/ 1500 FIN. SHEET I -OF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 13F b FOR DESIGN PRESSURE CAPACITIES j .. —'' DRAW BY: M S H APPROVED :BY: 4. ;..''. DATE:2/6/02 scALE NTS DWG.: 1 HMf I N 16 000 P.V./DESIGNER SILL (TYP.) r8 x ?/4 SELF TAPPING SMS i k 2 x I/a 5= Hi3LL;ti Sa.ALAN BETVahWiNmwF7, S' L K:LLa I SEALANT B=TVEEN' v(NDCW FLANGES `-A8 x 3/4 SELF L M1A_•_ICNa :3C0 St. T4PPih* SMS rtiFL.(tYP) SEALA.4T BETvEEN VINiDV FLANrsS SECTION . A —A (? ) 000 PA.VDESiGNEYrSILL (TYPw 38 X 3/4 SELF TAPPING SMS 1 X 2 7/15 X 1/8 I T'_BE HULLIiN! SEALANT BETWEEN WIN=V FLANGES' L NULLtCN IN@ X 3/4 SELF 100G S.H TAPPING SMS HEAD (TYPJ SEALAN- $ETVEEN SECTION A —A Q VINDDV FLA?CES L )V-L10.N 1000 P.V DESIGN-tR Sc_ALANT BETVEEN SILL (TYP.) WINDOW FLANGES 06 X 3/4 SELF t r.LiLION TAPPING SMS IX4X1J8 IUk MULLION ! Lt(8 X 3/4 SELF I000 S.H. TAPPING SMS HEAD (TYPJ gPrT0N A —A .(5). i 10un P.V./DESIGNER SILL (TYP.) A X 3/4 .SELF TAPPL40 SYS iX=X 3iE Lf '4tiLLlvti TYPICAL MULLION TO CONCRz r- a „AMA APPUES TO JAMS WHERE I' X 4' Q1 : IL -E L 2' X 4' aB'- MULUONS ARE JSED) CONCRETE OR MASONRYBYOTHERS OtiE.eY VOLn— aL< BY OTHERS Q INSTALLATION AWDCR 3461 DiA. TAPCDN S:q---W AM4CR (TY=.) ExTERNAL KA.LJM IHST04-LATION CLIP CmRn FLORMA B.O.A.F. t` L ,e X 3/4 Si LF{ +**}fgy1ppt . y I i APPING SHS Iiatli lJl AG EMR , NAME: I AB c' XJPA >?uDERS I i t SECTION A —A ;21 MASM FILE r t000 P.V./LESiGNERS_L (TYPJ Q fr0X3/4 SELFTF•PriN SMS 2•'_ 0 P.V./DESIG>rER 1 X 2 7/16 X 3/8 F SILL (TYP.) j} TUB_ KILLION ' i 1 1/4, HIM. s8 X 3/4 SELF EM DlwENT TAPPING SMS 2 X 4 X 3/8 TUBE MULLION SEALANT BErdEEN VINDOV FLANGE i8 x 3J4 SE_F 1000 S." TAPPING SHS HEAD (TYP.) SECTION A —A (4) 1000 P.W DESIGNER 7 SI' :' CTYP.) r-B8 x 3J4 SEl:F TAPPING SHS 1 X 4 X 3/8 W.I- all I iuiE or-;LL I ti- #v x 3/4 SELF APPi4c SKSlowS HEAD (TYP.) SECT;^,.N A --A (E`. RB X.3/4 SELF TAPPING SMS ELEVATJN VEYlEG FROM EXTERIOR 1D00 S.H. SECTION A -A (7) IEtDCT;r.: FLORIDA EXTRUDERS INATIoxni., INC SANFORD. FIARiDA Tr u: SER• 1000/ > 500 FLANGE SHEET I OF 2 I HORIZONTAL MULLI JO": SECTIGNS SEE OTHER SIDE \ SHED C Lir 2, FOR j DESIGN PRESSURE CAPACITIES IDRATIN BY: NSH APPROVED BY:. 15 2lL . DATE:2 _4.1O? _ SCALE: NTS. DWC;.: 1 HMFl_G .. n S 1000 Sit 1 X 2 X 1/8 1000 SA7 JAMB (TYPJ TUBE MILLION JAMB (TYPJ 08 X 1/2 SELF TAPPING SMS I X2X3/8 TUBE MULLION 8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS EMBEjD14EENNT 1 2 X 4 X 3/8 SEALANT BETWEEN SEALANT BETWEEN TUBE MILLION WINDOW FRAME WINDOW FRAME t MULLION 1 MULLION 8 X 1-1/2 SELF #8 X 1=3/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1 ) SECTION A -A (2) 1 X 2 7/16 X 1/8 1000 Sit 1000 S.M.TUBE MULLION 1000 SA I X 2 7/16 X 3/8 JAMB (TYPJ JAMB CTYP.) JAMB (TYPJ TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS INDDV FRABETWEEN t MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (31 IX4X1/ 8 TUBE MULLION 1000 Sty 1000 S.M. 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Fo'Q/D.f ' !1V® Y xE.f4 t'hl E.xRIC.RI Js..a trvo) t 1`G"n rid 6 nxNaTloxAt~ Irrc, s x 1/2 SELF «e X 1/2 SELF FLORIDA EXTRUDERS SANF'ORD, FLORIDA TAPPING SMS TAPPING SMS SER 1000/15010 FI ANGE SHEET I f3E_.2. SEALANT BETWEEN j1 SEALANT BETWEEN WINDOW FLANC£S WIND3V"FLA%GES 1C2 k I-i/2 Se.L% L MULLifYI 4 MUL_ION T4PFING SIMS B X 1-1/2 SELF TAPPING SMS SECTION A —A (5) SECTiON A —A U VERTICAL MULLION INTO HORIZONTAL_ SEE OTHER- SIDE ( SHEET" 2 OF 2) FOR DESIGN - PRESSURE CAPACITIES FIB 15 K62 DRAWN HY.MSH. APPROVED BY. DATE: 2%6%02 SCALE:INTS DWG.: IVMHMFLG. 3/ SEALANT BETWEEN WINDOW FLANGES i MUJLLMN 2000 P,V./DESIGNER SILL CTYPJ t X 3/4 SELF PING SMS IX27/16X1/8 TUBE ,HULLMN SEALANT BETWEEN VDyDOV FLANGES' i MULLION i8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD CTYPJ SECTION A -A (11 APPUES TO HEAD & SILL WHERE 1' X 4' NARY PUTS QETAJL do 2' X 4' TUBE MULUONS ARE USED 2000 P.V la DESIGNER OM AnttAMOM M EN ItCWW.2) SILL CTYPJ O . 8 X 3/4 SELF SHEATHING TAPPINGSMSi X 2 7/16 X 3/8 O _ O TUBE JLLIDN INSTALLATION ANOM 68 WOOD rZ:; SCREW (TYPJ EXTERNAL MULU@1 INSTALLATION CLIP TVO BY VOOD BUCK BY 'OTHERS N8 X 3/4 SELF 1000 S,K TAPPING SMS HEAD CTYPJ 2000 P.V./DESIGNER SECTION A -A (2) SILL CTYPJ 8X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MLLLION A ypp F. si TLORM B•O• SEALANT BETWEEN CENWINDOW AcN 0ID F # SEALANT BETWEEN SEALANT BETWEEN 68 X 3/4 SELF / WINDOW RANGES WINDOW FLANGES TAPPING SMS i MLLION i 1MLLMN 1000 S.K 20M P.VDESIGNER2000P.W DESIGNER HEAD CTYPJ SILL MR) SILL CTYPJ 88 X 3/ 4 SELF F 08 X 3/4 SELF SECTION A -A (5) TAPPING SMS TAPPING SMS I X4X1/8 1 X 4X3/8 TUBE MULLIMN f TUBE MULLION f8 X 3% 4-SELF B8 X 3/4 SELF 1000 S]i TAPPING SMS 1 0 TAPPING SMS HEAD CTYPS - Y - HEAD (TYPJ SECTION A -A ( 3) SECTION A -A (4) MILLION APPLIES TO HEAD t ULL WHEK 1' X 2' DETAIL t 1' X 2 7/16' TUBE MUUJONS ARE LsM B acnma tNs7ALLAnw I{ NCHY2 vmD scRcv crrr NMM 0. 01, L1 1/8' MIN. EMBEDMENT 1 vex N101 111 E1WEpEN! r- A A FLORIDA. EXTRUDERS s> z D, F oRIDA M—SER. 2000 FIN SHEET 1 OF.2 fi1tft HORIZONTAL.MULLION SECTIONS" TRIP.E SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE _i- CAPACITIES, r RAVw BY: MSH APPROVED BY: ATE:2/6/02 SCALE:NTS DRG.: "2HMFINTR L NLLLM 20W P.V DESIGNER SILL <TYPJ t8 X 3/4 SELF TAPPING SMS TIX27/16X1/8 TUBE MULLION SEALANT BE WINM FLA L MILLION . IIs X 3/4 SELF 2000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A W MA MIPA 7 a RI # SEALANT BETWEEN VINWV FLANGES L MILLION 2000 P.V./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS I X 41 X1/8 ` TUBE MULLION TYPICAL MULLION TO CONCRETE • JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL B QA: 2' X 4' TUBE MULLIONS ARE USED) r2000 P.V DESIGNER SILL CTYPJ CONCRETE OR MASONRY_ B8 X 3/4 SELF BY OTHERS TAPPING 1IX 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' D1A, TUBE MULLION TAPCON SCREW ANCHOR CTYPJ BY WOOD- EXTERNAL• MULLIONONEDISTALLATMCLIP BUG( BY OTHERS 2000 P.V DESIGNER w MULLION 08 X 3/4 SELF . SILL CTYPJ 2000 SA TAPPING SMS HEAD CTYPJ t8_X 3/4 SELF SECTION A —A (2) TAPPING SMS 2X4X3/8 TUBE MULLION Q If SEALANT BETWEEN L 1.1/4' MIN. vINDOv FLANGE : EMBEDMENT L MU.LIDN - r-- A 1 48 X 3/4 SELF \ L— A TAPPDiG' SNS.:: -------- APPING 2000 S.H.- 2000 P.V DESIGNER HEAD CTYPJ '- SILL , CTYPJ IIB x 3/4 SELF SECTION A -A'" (5) TAM ; SMS 1X4X3/8 - TUBE MILLION ELEVATIONL _ . VIEWED : FROM EXTERIOR W FL FLORIDk EXTRUDERS sWAoRD° nopmA I• mz: SER _, 2QOQ: FLANGE SHEET; i TRIPLE HORIZONTAL MULLION-,SECT-IONS V. f8 X 3/4 SELF #9 X 3/4 SELF NAPPING S 2000 Sit TAPPING SMS SEE OTHER SIDE ( SHEET 2 OF ".2) FOR aEAD CTYPJ HEAD CTYPJ DESIGN '=PRESSURE =CAPACITIES SECTION A -A (3) SECTION A -A (4) 1 8 B 20 DRARN HY.MSH l(PPROi ED BY'. sca I,eNT S - Dtrc;>= 2HHFL- -- 2000 S.H. 'j I X 2 7/16 X 1/8 2000 S.K i X 2 7/16 X 3/0 JAMB CTYPJ 1 TIME MULLION JAMB CTYPJ TUBE MULLON DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 8 X 1/2 SELF 88 X In SELF 111STALLATIITAPPINGSMSITAPPINGSMS Ll INTERNAL CLIP 2XAIX3/8 TUBE MULLON SEALANT -, yETyEEM 88 X 1-1/2 SELF 2000 $A vINDOV FLANGESwooVFLAtEiEs- TAPPING JAMB (TYPJ' L*NULION #8 X 1-1/2 SELF 1X OR 2X. MULL TAPPING SMS. DEFAiI 08 X 1/2 SELF _ SECTION A —A (1) SECTION A -A (2) raPPa1G sl4s DM A scRE++ ANCHOR CTYPJ 1 X 4 X 1 8 1 X 4 X 3/8 - -SILL CUP TUBE MULLION TUBE NULLIENQ, p000 S.H.SEALANT BETVEEN t8 X 1-1/2 SELF 1 1/4' NIM 2000 SIi VTNDOV PL.ANGES TAPPING SMS ENBEDNENT JAMB CTYPJ JAMB CTYPJ t-MUUJDH Q SECTION A —A (W: Q - _7 PRECASTSILLsrOTHERSgm AUXILIARY PLATE 68 X 1/z SELF se X li2 SELF _ - CF•ORADDITIONAL ANCHRS,-VFEN REGIIDIED) TAPPING SMS TAPPING SNS 3 _ _ SEALANT BETWEEN #9 X 1-1/2 SELFSCALANT.BMIEENINOOVFLANGES ' VINDWVTAPPINGSMSMUU N- #8X1-1/2 SELF a MLLLION A A MULLION TAPPING SMS SECTION A — A (3) - SECTION A —A (4) O 8SELFTAPPING - Sus CTYPJ FL EVATfON VIEWED FROMEXTERIOR II1TER>!t ONAL, INC vowFLORIDA EXTRUDERS ; ,_Fw, MAL ri 2Tmr- SER. - 2000rLANGESHEET'14 OF VERTICAL -.MULLION INTO RORIZONTAL't` SEE OTHER SIDECSHEET°. 2 OF 2) FOR:. DES I GN -PRESSURE ' CAPACITIES 18 .2W naAwx I3r: JBH A>OV0 V. _ nsrE:2/2/02 ,._ scAI:E: NTS... m.:_2VMKMFLG 9 IX OR 2X MULL s unf PLATE F'L,oaMA 8. G. A0. DETAIL CO MANUFACTIrOM NAbff BETVEEN #LLo 0 APPLIES TO HEAD do SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING vTN00v FLANGES INSTALLATION ANCHOR r8 WOOD L MULLmN 2000 P.V./DESIGNER StREW (TYP.) OT' Al SIGNER _. TYP.) SILL '(TYPE X 3/4 SELF r8 x 3/4.SELF EXTERNAL ONMULLION PING SMS. TAPPING SMS TWO BY WOOD INSTALLATION CLIP BUCK BY OTHERS 1 X 2 7/16 x 1/8 1 X 2. 7/16 X 3/E! TUBE M NErIEEN TUBE MULLION MULLION _ SEALANT WINDwL MILLIOLEIA4`I 2000 P.W./DESIGNER i- — A SILL ( TYP.) 1 8 X 3/4 SELF r8 X 3/4 SELF APPING SMS WW S.H. TAPPING SMS r8 X 3/4 SELF HEAD ( TYP.) TAPPING SMS HEAD (TYP.) / 2X4x3/e SECTION A -A (1) SECTION A -A (2) TUBE nULLION 1 1/8' MI SEALANT BETWEEN SEALANTBETWEENOWWNWFLANGESLMULLMULLFLANGESL. MA1IDN' II7N 2000 P. V./DESIGNER SILL (TYP.) 08 X 3i4 SELF TAPPING SMS IX4X1/8. TUBE MULLION N8 X 3/4 SELF 10DD S. H. TAPPING SMS HEAD (TYP.) . SECTION A - A (3) EMBEDMEN fliY6T1Qtl SEALANT BETVEEN - : " VIEWED` FROM EXTERIOR WINDOW FLANGE APPLIES TO HEAD & ,SLL WHERE I' X 2' t'MALlONDETAILt..1•_. X..2 7/16"._TUBE MULUONS ARE USED aunoa AILAITON ANCHOR TYPE r2000 P. V DESIGNER r8 X 3/4 SELF HOR1L CLIP SILT (TYPJ TAPPING SMS I r8X3/4 SELF TAPPING SMS IoDO S.M. SECTION A -A (5) 1 X 4 X 3/8 HEAD (TYP.)D"pT TUBE MULLION FLORIDA EXTRUDERS m'mm'7oNAL we SANFORD. FWWA nTm SER. 2000 FIN - SHEET i OF 2 TWIN HORIZONTAL MULLION SECTIONS E T I T 2OF FR _ re X 3/4 SELF 1000 SJi TAPPING SMS HEAD (TYP.) f-.. E9 SE O HER S DE (SHEE 2) O DESIGN PRESSURE CAPACITIES DRAWN By. MSH APPROVED: SY. : SECTION A - A (4) DATE 2/6/02 scetE:NTS " n1rc.: " 2HMFINTW IV MOOV FLAMES L MULLION 0 20DO P.V DESIGNER SIu CTYPJ V SELF iX 2 7/16,X 1/6 TUBE MULLrm SEALANT KTVEEN INOOV FLANGESLMULLION 4 SELF 2000 S.K TAPPING SMS HEAD CTYPJ SECTION A -A (1 ) Typo MULLON TO CONCRETE • JAMS' APPUES TO JAMB WHERE i' X 4' DETAIL 6 M!c 2' X e TUBE MUUJONS ARE USED) _ Q r2000 P.V./DESIGNER SILL (TYP.) 09 X 3/4 SELF TAPPING iXS 2 7/16 X 3/8 TUBE MULLION 6 X 3/4 SELF 20 SH :TAPPING INS HEAD (TYPJ , SECTION A —A (2) SEALANT 3ETVEEN VINDOV FLANGE L MILLION LIMY i .: _. • :-• M NAM: FWAC a U SEALANT BETWEEN WINDOW FLANGES L MAJ10N 2000 P.WJDESIGNER 2000 P.V DESIGNER SILL CTYPJ r SILL CTYPJ 8 X 3/4 SELF / #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X In 1 X-4 X 3/8 TUBE MULLION TUBE MULLION s+LnsNr sETVEiN _ ', 8 X 3/4 SELF08X3/4 SELFTAPPIWSMSAPPING SMS20 S.H.s20a1S1N HEAD CTYPJ MEAD CTYPJ SECTION A -A {3) SECTION A —A (41 CONCRETE DR MASONRY BY OTHERS INSTALLATION AND43R 3/16' t7u TAPCDN SCREV ANCHOR ar.) EXTERNAL MILLION ONE BY 1r D INSTALLATION CLIP BUCK BY OTHERS Q 2000 P.V /DESIGNER SILL CTYPJ 8 X 3/4 SELF a TAPPING 2 X :4.X 3/8 TUBE MULLION Q L1 1/4' MIN. EMBEDMENT DETAIL B r-- A 9 X 3/4 SELF N L— A TAPPING SMS ` ; S.H. HEADHEAD CTYPJ SECTION A —A (5) FLEVAM VIEWED FROM EXTERIOR FLORIDA EXTRUDERS. IMNF ATIONA ISANFORD. FLDRMAIDA Ti' M- SER.. 2000. FLANGE SHE -ET- .-1 OF-2- TWIN HORIZONTAL' MULLIOW` lf- ONS SEE OTHER SIDE (SHEET 2 OF-2) FOR DESIGN_ PRESSURE; EAPACJ T I -ES; F B 2002 bRSIIN BY: MSH :. APPROVED _-D7C ..- neTEi244102. sc NTS Dw '2HMFLGTIi Q/' SEALANTFLANGES L MNJLLMN AU) ARY PLA U'1R ADDRD]ML AMGOtS, V)9X REDU:RM 0 CENTBAI. FI.t MA B.O.A.F, MANOFACI'UTRER NAME: a -© fLoR/at FxtRy©t S -- MA9M FILE # 2DDO P.WDESIGNER EM r.vfucatur¢R . SILL CTYP-) SILL CTYPJ 08 X 3/4 SELF BBX 3/4 SELF TAPPING SMS TAPPING SMSTAPP L X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16 .X 3/8 TUBE MI ION SEALANVJV V B GEESN L MULLION 88 X 3/4 SELF I000 SILL TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN SEALANT ESNWVMGVFLANGESLMULLIONLMULLION 2000 P.V./DESIGNER SILL (TYPJ k8 X 3/4 SELF TAPPING SMS I X 4 X1/8 TUBE MULLION lib X.3/4 SELF I TAPPING .SNS . HEAD (TYPJ SECTION A —A M 8 X 3/4 SELF 1000 SM TAPPING SMS HEAD CTYPJ SECTION A —A (2) SEALANT BETVnLMULLIONL . 2000 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION N8 X 3/4 SELF 1000 S.HL TAPPING 'SMS HEAD (TYPJ SECTION _A —A (4) TWO BY WOOD BUCK BY OTHER 2M P.V./DESIGNER SILL (TYP.) 88 X 3/4 Sttr- APPUES TO READ & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED INSTALLATION ANCHOR 48 V00D moil SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION DETAiL_5. A A l L_ A TAPPING SMS 2X4X3/8 10 TUBE MULLION I 1 1/8' MIN• _ FFF...--- EMBEDMENT ::. FI.EYYSIiGlI VIEWED FROM:C(TEMOR DETAIL B APPLIES TO MEAD & SILL MOM I' X 2' i X 2 7/1C TUBE-WALDIS ARE USED nom mom SECTION A —A (5) '(;,P;DOD " MOM CLIP lib X 3%4 SELF TAPPING SMS 1000 S.H. t t/8' fEDZMMHEAD (TYPJ EM FLORIDA EXTRUDERS Iarr>rRrlAnONA4 D c SANFORD, . FIARIDA TME: SER. 2000 FIN SHEET 1 OF 2 r HORIZONTAL'MULLION SECTIONS V SEE OTHER SIDE (SHEET 2 OF.25 FOR DESIGN PRESSURE CAPACITIES. DRAWN BY: M$H APPROVED ;BY DATE:2/5/02 SCALE:NTS -< DWG;:-2HMFIN:: TYPICAL GULUON TO CONCRETE O JAMB MTO JAMB WHERE 1' X 4' DETAIL 4' TUBE MULUONS ARE USED) VJNDOV FLANGESNVvmwMuLLfLANGES - . MULLION L 20M P.V./DESIGNER 2000 P.VJDESIGNER SILL (TYPJ SILL (TYPJ 8 X 3/4 SELF *8 X 2/4 SELF TAPPING SNS TAPPING SMSIX27/16X 1 X 2 7/16 X 1/8 `TUBE MULLION TUBE MULLION ` Is f 8 X 3/4 SELF *9 X 3/4 SELF 2000 S.M. TAPPING SMS 20 S!N TAPPING SMS HEAD (TYPJ HEAD (TYPJ SECTION A —A f 1) SECTION A —A (2) SEAUWT DCrA N VDaVV FLANGE - L Nmum A B,Np.A,F• 7. FI,p. AL Nam' NA BETWEEN SEALANT..HETVEEM _ VDTDOVFLANGES S L KILLION L MULLION 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL (TYPJ SILL (TYPJ 8 X 3/4 SELF *8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4.X 1/8 1 X 4 X 3/8 TUBE MULLION T MULLION 8 X 3/4 SELF -*8 X 3/4 SELF TAPPING SMS S.H. TAPPING SMS HEAD CTYPa HEAD (TYPJ SECTION A —A (3) SECTION A —A (4) r. CONCRETEHST MASONRY INSTALLATION ANCHOR 3/16' EA TAPNX*N SCREV ANCHOR CTYP.) ONE BY VI30D EXTERNAL MA MN 3/8 INSTALLATION CLIP HOCK BY OTHERS MILLION 2000 P.VJDESIGNER SILL CTYPJ 8 X 3/4 SELF - ... TAPPING SMS 3/8 ` TIME MA LION Q ' F+-1 1/4' MIN. EMBEDMENT . DETAtL.2 9 X 3/4 SELF A. _ TAPPING SMS 2000 SK 17jmancrYPa. SECTION A —A (5) ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS "m, FwNfil, INC. SANI'ORD, FLORIDA TITI&SER. 2000-FLANGE SHEET. -A 0F.2 A''-, HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET - 2 OF 2).; -FOR DESIGN PRESSURE-CAPACITIEVi- DRA4N HY: MSH Af'PROVSD'HY '>:4 ','li s, ,t- c" Y Ds 2/4/0 —sc:>;. NTS ",- Dxc.: ' 2HMFLG : _„— ay TWO BY WOOD DETAIL OTH.:!ERS 1 1/8, MIN fP" BY EMBEDMENT 2000 SA 2000 S.K. 41 JAMB (TYPJ 1 X 2 7/16 X 1/9 JAMB (TYPJ 1 X 2 7/16 X 3/9 TUBE MULLION TUBE MULLION 2 X 4 X 3%8 TUBE MULLION SHEATHING 8 X 1/2 SELF 88 X 1/2 SELF INSTALLATION ANCHOR 08 WOODTAPPINGSMSTAPPING .SMS SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2000 Sx MULLION JAMB (TYPJ APPLIES "TO HEAD k SILL WHERE I' X 4' dt 2• X 4• TUBE MULLIONS ARE USED SEALANT EN SEALANT SEEM i8 X 1/2 SELF APPLIES TO HEAD dt SILL WHERE 1- % 2- FRAME V F TAPPING SMS Q( 1- X 2.7/16- TUBE MULLIONS ARE USEDaMULLIONtNU 08 X 1-1/2 SELF R8 X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SNS DETAIL B SCREW SECTION A —A (1) SECTION A —A (2) SNOOD SILL CLIP ENTRAL FLORI]DA B.O.-AS. 48 X 1-1/2 SELF FLANGES - 1 1/8' 11IN 7 r pACTEMR NAM: TAPPING SMS a MULLION ENBEDM:NTna.taN F'GoRmrl flt jg,> : SECTION A—A(5) SWATI" _ hTRR FIB # DETAIL C AUXILIARY' PLATE IX4X1/8 1"% 4-% 3/8 FOR ADDITIQIAL'ANCIORS;"WHEN REOUL'tiED> TUBE MULLION - TUBE MULLION 2000 Sx 2000 sx JAMB (TYPJ JAMB (TYPJ ' 0 . 0 88 SELF. TAPPING B8 X 1/2 SELF 18 X 1/2 SELF SMS (TYPJ-. ` D TA B L TAPPING SMS TAPPING SMS VIEWEOOMEXTERIOR DICFLORIDA408r. •.. EXTRUDERS"IhPrMATIONAL, 3ANFORD, FLORw Tnu; SER. 2000* " F I N SHEET 1 'OF 2 VERTICAL .MULLION: SECTIONS' SEALANT BETWEEN viNDow swwE SEALANT BETWEEN vn+ao+ FRAME SEE OTHER SIDE C SHEET 2 OF .2) FOR a MULLION a Y •' DESIGN PRESSURE -'CAPACITIES X. I. SELF.- -- _ :_ .. _ VS X I-Ll2 SELF TAPPING. SMS TAPPi 1G" SMS D&A1N BY: MSHI APPROVED' BY: ' SECTION A -A (3) - - SECTION A -A Dery 2/6/02 scut NTS D1IG:: 2VMFIN 23 2000 S.H. Q (TYP.) 1 X 2 7/16 X 1/8 - 2000 S.K TUBE MULLION JAMB CTYPJ t8 X 1/2 SELF TAPPING SMS SEALANTWMMW FLANGES L MULLMN 1/2 SELF TAPPING SMS SECTION A —A (1) 1X4X1/8 TUBE MULLION ONE BY WOOD DETAIL. 1 X 2 7/16 X 3/8 j BUCK BY OTHERS TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN. Q BY OTHERS i/2 SELF EMBEDMENT 4 4 MB X TAPPING SMS INSTALLATION ANCHOR 3/16"DIA TAPCON SCREW ANCHOR CTYP.)EXTERN.AI. KILLION INSTALLATION CLIP2X4X3/8 n SEALANT BETWEEN TUBE MULLION L KILL03V FLANGES :. MULLION2000 TYPICAL GIUWON TO O HEAD 2 SELF CONCRETEKJLLt4doMJAMB(TYPJ TAPPING SMS 2X54TOTUBEDAtULUONS /TREE USED) 4 SECTION A -A (2) t8 X 1/2 -SELF QETQL - I owl*doomm TAPPING SMS _ ......: INSTALLATION ANCHOR 3/16' DIA. TAPCON X 4.X 3/8. SCREW ANCHOR (TV.) 1 TUBE MULLION JAMB aypl y y SILL CUP M8 X 1-1/2 SELF SEALANT -BETWEEN QTAPPING.SNS WIImOV-FLANGES L MULLION Q 1 1/ SECTION A A (5i _ - EMBEDMENT r`... Q ._.... DETAB C.. PRECAST' -SILL -BY- 13THERS " I8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN' SEALANT BETWEEN WNDV FLANGES WINBOV FLANGES L MLLLIUN L MULLION. t8 SELF 8 X 1-1/2 SELF 18 X 3-1/2 SELF SMS CTYPJ DETAIL MULLION TAPPING SMS TAPPING SMS O SECTION A —A (3) SECTION A -A (4) L VIEWED FROM D ERIOR a - IIQTERh1A,notig , ,INCFLORIDA- EXTRUDERS" sANroan r~ioatDA- DdANLP TrrLB: SER, 2000 : FLAKE, SHEET.-w -.. Lo / VERVVI TICAL MULLION SECTIONS SEE OTHER_-, Si DE (SHEETS; 2. ,OF `2) FOR 1.9 321? DESIGN PRESSURE :CRPACITIES, DRAIN BY: JBH - AppROvzD HY _21p Y DATE:2/2L02.... SCAIZ NTS _ _ >STrc::. 2Yt ftG":. MIAMWAD MiA AT -DADS COUNTY. FLORI METRO-DADE FLAGLER BUILDI t3U1LDINC CODE COMPLIANCE OFF, MG'I'RO-DADU FLAGLRR nUILD: 140 Wi:LT VLAGIZI S"C M71'. Stull-'1 WWI. FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305) 375.3 Prentdor Entry Systems MNTRAC OK LICENSING SECT 911 E. Jeferson, P.O. Box 76 (30s)373s527 r-AX(3os)37s•-. Pittsburgh ,KS 66762 cont.wrott r:N•r'ottcF.Ntr=wr mvts 303) 373.29" VXN (305) 373- rttouucrr COYTttot. utVt 305)375-2907 FAX (305) 3 72- Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Daq County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of (lie South Flot Building Code. The expense of such testing will by incurred by the manufacturer, c" ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raw tcourtguez Chief Product Control Division THIS IS TI-IC COVERSHEET, SEE ADDITIONAL PAGES Foil SPECIFIC AND GENERAL CONDITIONS BUILDING CODE .,C PRODUCT REVIEW COMIMiTTEE 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. r11' P RO VE D: 06105/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code' Compliance Oflic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVEDJUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE,: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with ' omply-with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NVIE Insivinb GIazed Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Si;igle door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang"such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc 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 proteclton system (shutters): the installation of this unit will rcguire a hurri, otcction system,. S. LABELING 5.1 Each unit shall bear a permanent label with the mnnufacturces name or logo, city, state and following statement: "Miami-Dndc County Product Control Approved". 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approval drawings, as idcntiried in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflu:ial or the South Florida Building Co, SFBC) in order to properly evaluate the install ion of this system. Manu 1 Pcrcz, P.E. Product Co ro Exam Product Control Division Prcmdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES : April 02, 2006 NOTICE OF ACCEPTANCE-.' STANDARD CONDITIONS t. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following sisal( 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 this 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 documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shrill be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' IANCE, Manu Percz, P.E., Product Con lelxunl Produ 'ntrol Division Glazed Units X X0, OX, OXO XX, OXXO COP- A MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing TV 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Fled) 3'0" 3T Not Listed Not Listed — — 2'8" + 1'0" 2'8" + 1'2" 210" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Fled) 52.0 NO2'10" + 1'2" To" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" I - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 21" 21C" + 2'10" 3'0" + 3'0" TV+2'8"+TV+2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite In;ema:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, R2902 & PA20—k. U O akcaff ARkEW—" 111, Y.kC1.A S[ RnTMY Ilt.nit% F6w&. t"rT tha, AM t9. tODi •" o•nn. o••n Ou, co-m n.9prowun ofox„n Opro.."ItrA msla SPOIKahln, aeipo mo p•odutl Masonite International Corporation Odd -. W.0a IO a xvW i11OW "41ire. COP-WL-MA0100-02 FIBERGLASS DOORS GIued Units 6'8" Height — Outswing X X0, Ox. OXO 2'0" 2'6" 02-0418.03 218" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" TO" TV Not Usted Not listed — - 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 Appliication Filed) 55.0 NO 2'8" + 17' 2'10' + 1'0" 210" + 11" 3'G" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 210" + 1'2" 1'2" + TO' + 1'2" 2'6" , 2,6" 2,6" 2'8" + 2'8" + 2'8- 2' 1 G" + 10" + 2'10" i 3'0" + TO" + TO" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 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-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO' + 37 + 3'0" + 37 Notes 1. Occr arrangements using fewer panels than wha! is shove in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Inlarnsiional 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 d geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 S PA203. Qak raft fir, Lrl"s, •e lr ,.., I,U_9::, A K I kNfNV V00AS W"rhrNs4"04.. rnv) 0.:.: Ow cp"ux"q prop,pm 0! FOCW inproeenxiV mike% spedkC* ns. 00sipn me pr0luq 0N4n :e"iw ro chops "inso,d route. Glazed Units COP-M-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 7x7 1 2'0" COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 2'6" 218" 2'10" 3'0" 3'6" Not listed Not Listed Arrangement X13. OX, CXO 1 , rth) 27 + 1'0" Masonife Internationalr, COP-WL-MA0148-02 OCCO 02-0423.01 Application Filed) OPRaling 40.0 Impact Rated NO j I 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" To" +10" 1 3'0" + 17 1'G" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO i 1'0" - 2'10" + 1'0" + 17 + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 210" TO" +3'0"+TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO I 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. poor arrangements using fewer panels than, what is shown in the above chart also comply under the product approvals shown. 2. Assembly detain are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Insta'ation itirreetions are available from the fdasonite International website (www.masonite.com) or from the technical center. Acturt design pressure requi.amenl for a spaci'ic cuiWng design & geographic location is determined by ASCE 7 (Minimum design toads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonile International structural, cyclic, air, water• forced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. 0 0 ak fta W"0.1. KlaJK V .1 YI—,i AR EK b."•,KCI. .\S /iNl'h frbllNt N•".Twn".Vf wO•Y G.vrOw. />C,I a • rllC/W n r•wN Masonite International Corporationt:a a:ei K ye; ;rt, or uroaYn tn.poroxm mr•e. spean::;ors, ui :.7 ;v>:.:1 Slr,Y:'1 9 :"%."F:' \MhtY; r14:1:V. Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing Masonite International COP-WL-MA0166-02 NEWS,Singles t 02-0423.03 Application Filed) 47.0 NOX width) 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Usted Arrangement Multiples 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 2'10" + 17 COP-WL-MA0168-02 3'0" + 1'0" 3'0" + 1'2" Miami -Bad 02-0423.03 Application Filed) i' Rating 47.0 3. 1 NO X0, OX, OXO 17 + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 12" 17 + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 37 + 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" TO" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423,03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined 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. Oakft AR K" F 10hRG1.A%S ENTRY GOONS N—T.Fivt4"E""f0^"'. PREMVGVG11_-&,. O'' Masonite International CorporationOWCOmm"inp pop.all al pr00uc1 +IIMO.eme1N ma3K SOKiTiG1i00S. 0[37^ 14 or~ OeW3"0R010 (1WW "N1001 wKe. Opaque Units COP-M-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement X singles (width) 2'0" Masonite International COP-WL-MA0101-02 1111111111150 NIFTM111 01-1031.01 OP Rating 76.0 Impart Rated NO 2'6" 21" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0.OX, OXO 1l• 2'8" + 17 r r COP-WL-MA0103-02 r re t r 02-0109.10 Application Fled) OP Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 210" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO IT + 2'10" + 1'0" 17 + 2'8" + 17" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 8 PA203. Oakes EK"1,- 1101"G1.AAA RNT"Y DOORS t»-T wr6wN"pr aYJINJVfilip A10a M. 3007 Ow c00h V PVQWM 01010090+"Vo em makes%PtCdK~5. 013q" a" po0u[1 MaiOnite International Corporation 0lud $~C110 MAW " Vhw "01Kt COP-WL-PAA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing i o COP-WL-MA0121-02 1 1 i 1 01-1031.02 r 76.0 IMAM NOX SinglesArrangement 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0.OX. OXO multiples (width) 2'8" + 1'0" masonite international COP-WL-MA0123-02 miami-Dade OCCO 02-0109.09 Application Filed) UP Rating 55.0 Impact Raled NO 2'8" + 17 2'10" + 17 2'10" + 17 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124.02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 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" + 210" 3'0" + 3'0" + TO" XX. OXXO 78" + 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" + TV + 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" TO" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 8 PA203. 0 O akcraff AREK'" FINI:MGLASS ENTRY DOORS N»iwrn rMr r 4wrDa•n m 29,2= Masonite International CorporationOwCWNftkVDrograproductknvwAftmm"sn W"WiCMq . oesgr ON 1Ro011c1 Ott" s"DIlrl 10 uwge wAh w rain. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing r i a 1 COP-WL-MA0106-02 6195111 01MR31011M 02-0109.08 Application Filed) 70.0 r ., ,, NO Arrangement X 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed r X0.OX. OXO r - 2'8" + 1'0" Masonite Internationalr.r COP-WL-MA0108-02 1 02-0109.08 Application Filed) t' Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'l0" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" TO" + 3'0" + 3'0" M 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" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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 Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International websile (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. Masonile International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201, PA202 & PA203. Oakcraff AR EK" t1"ENG1.ANS i.N'rNY DOOMS N T.v F-0—t 0— a0r1 29.2002 OW rpnlrnu.ng program ofproduct rr1lMOrrmM1 maaeS SprCilCalp OrSpnand product Otad SuOfrn 10 Chang! w4110ul no1Me ar CC,,,, t.tlu,.rr1, I.oT rAUIaIJ. gin a A O-.... Dom".. Masonile International Corporarion Opaque Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Outswing r,,Iasonile International COP-WL-MA0126-02 IIIIIIIIIhSTRI116011W. WIN 02-0109.07 Application Filed) ENES 70.0 NOX Singles (width) 2'0" 2'6• 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (wid1h) 2'8" + 17 Masonife International COP-WL-MA0128-02 I Miami -Dade BCCO 02-0109.07 Application Filed) UP Rating 55.0 Impact Rated i NO 2'8" + 1 2" 210" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1.2• 17 + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: t. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. 0 Oak raft ARTEK" PIKI MeLAMS /N'Iky DOOMS lao U.a iiw 1,"a^v10oen PRf'r i ., U m aW+29. 2W2 Masonite International CorporationOwtommwnpWooramo, prodw-oe,Nnent makes saecftAmsns. des -on and orotluta Onaa sorea to Change With W lake. Unit r SINGLE DOOR N t 6- TYP. 6'8" UNIT 8'V UNIT 13-15116' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3116" 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 3116" 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. 0 f ..rw• r/o." Aprd 29, 2002 0...,r o.... ow cant wng program of roouo+P—wmm makes SPKAKargni. Masonite international Corporation oesgn aml product OMA subnj to mange rmhow notice. XO or OX Unit MID-WL-MA0003-02 SINGLE DOOR WITH '1 SIDELITE 6' TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough It 't Width of door unit plus 1/2" F • Height of door unit plus 114" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and 010 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 property to transfer loads to the structure. Auu129 2701 Maeonite international Corporation Uv. cool.+_.., xpaul u1 prw.Cl .o,;ro.r.ncm nWn wtolrtaw.a. US 9n PC YocJcl QM3.11ublec110 cninyt w4mu1 r,01" MiD-tNL-MA0004-02Unit SINGLE DOOR WITH 2 SIDELITES s• TYP. 6'8" UNIT 8'8" UNIT 13-15116' 17-1/8• MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. a r t 11• r .t Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 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. 0 PREM van%..//...:. s o. April 29.2002 Masonite International Corporation Uu ca uw-gyp o,uu m, u wuo: •::.,o.enK+n nWea aueo.mw.•. Ota4. J.'a W.n Wad a"U K, 10 _"-'Ye .4h.1 MNN.e. oxxo MID-WL-MA0005-QZ Unit DOUBLE DOOR WITH 2 SIDELITES r;- TYP. TYP 1 • 1 1 1 r TYP TYP. 1 1 ! I l 1 1 l TYFF 1 I1 11 I I1 II I II li Ir 6'6' 13- UNIT 8100 UNIT 5/16, 17.1/8" MAXIMUM DN CENTER TYP. f f f f f f t f f 1 t t f t f t countMinimumFastenerRoughOpening (11 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" 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. 0 Apri129,2002 Masonite International Corpo.ation 0*1 tonj~n9 WoWsm of Woaua +noweemem makes soa.t¢atons. ees.9n 8.0 M000n ten* so*v ,ofNn9e .*hoot n01.e M COP-VVL-MA0142-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Madmum unit size - 6.0- a Or Design Pressure 52.0/-52.0 Limitedwater unless special tinsholddesign isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific budding design and geographic location is determined by ASCE 7-nalional, state orlocal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: an no 0o an 00 as 100 Series 133,135 Series 136 Series 922 Series 1/2 GLASS: n D 00 OD D ° 0 nn as 00 na na na 105 Series 106,1 Series• 129 Series' 12 RIL. 23 RIL, 24 R/L 107 Series* 108 Series 30e Series Series' This glass kit nay also be used in the following door style: Eyebrow 5-ganef with scroll Oak raLf AREK'" ells!RGLASS EN11ty DOORS No.nfi.e.rM tiere\r tops Doers • Apia29.2002 Masonite International Corporation ow tomft" mopaln of p DOW + D,Ovtmtm makes $WdCnarn. erW 3n0 eroeutl Moe subm d to tope WOW not" XX Glazed Inswing Unit GOP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 iF 404 Safes 410 SWISS 109 Saks 114, 120,122 152 Series 149 Safes 300 Serbs Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraft e.t..,. AR EK- I.I,e.- 1'1"l"I:1AIN %N'hts I11111111 r-Dew+ CC,,,, 0-• a D•e.1 April 2% 2002 M a s o n i t e international Corporation Ow colww'n9 olog1" of plo0utt +nprovemenf maces spKilitme . eesgn W wo0ott Oebi1 suD1ln to tnaitp V *hW .01" XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP-WL-MA0143-02 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 6B' Design Pressure 52.0/-52.0 Limiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requlremenls lot a specific building design and geographic loation is determined by ASCE 7-national. state or local building codes specify the "lion required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 eon DU 00 00 D 8 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: El nnUj 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R& 24 RA. 107 Series' 108 Series 304 Series Series' This 91as$ 4n :nay also be used in the following door style' Eyebrow 5-panel with smolt Oak g t AR k EK'- l..l-...1 .-m 1111I: Ml l.\\ li r:'INl'1).)1IN1 I ra-..l..w..Ifp.a4-.nrrOmn 9/////'// Il/1/i tl Aprd29.2002 Masonite International Corporation bu, com.^„m; wowam a P190KI moovemc^I males aoee lrtao^s. oc\ro^ a.a roe 0e 1l-41e:11C11%ze+.4WW .0k, r u *wr Glazed IDSVViOQ Unit . FIBERGLASSSS DOORS APPROVED DOOR STYLES: 3/4@LASS: FULL GLASS: wSeries ^wSeries | 109 Series 1*120.122 152 Series F49wries mowries Series APPROVED SIDELUTESTYLES: mSeriens mm^e$ `mu 12t, mmmL. moSem* 152 149Series 109a*s ,00`ooww mmoeries CERTIFIED TEST REPORTS: CTU-805W-2 Certifying Engineer and License Number: Ramesh Patel, PE/20224 Unit Tested inAccordance with Miami -Dade BCCOPA2U3. Door panels constructed from 0.075^minimum thick fiberglass - skins. Both stiles constructed, nf1'60^ 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 inarigid plastic lip |i\osurround. Frame constructed ofwood with onextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: el TESTED IN ACCORDANCE WITH C : 2] ly COMPANYNAME CITY. STATETo 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 ofFlorida, Professional Engineer Kurt Ba|,hamr,PE.—License Number 50533 | Oak raft A111:CkEK` m 2002 Masonite International Corporation w°°" pogra.w_=~0,0.."l=w=jW,**.S, OeS.9n 3.d="I oxo t a I Glazed Inswing Unit r 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 61". Single Door with 2 Sidelites Maximum unit size . 9'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lota specific building design and geographic location is determined by ASIDE 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: as an U an 100 Series 133,135 Series 136 Sales 822 Series 1/2 GLASS: 0 00 00 ° M go- an 00 na gn 106, 105 Series160 Series' 129 Series' 12 R/L, 23 RA., 20 R/L 107 Series' 108 Series 30e Series Series' Nis glass kil may also be Dseo in the following door style: Eyebrow 5-panel with scloll. Oak 1raff AR k EK" r IUL"I:LANN LNIRY DOOK\ po,.t,"e.Mtse0— tm, D- MnA Adnl 29. 2002 n Oe..tt Dee., Masonite International Corporation 0wwnela..1P,wt,-wOt—m macs soecnKa"es. atsroe mD woewl 41134 $ uWC1101"t w0001dMIKU Ox0 Glazed Inswing Unit COP-WI.-MA0144-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a Da 00 404 Series 410 Series 109 Series 114,120,122 152 Serbs 149 Series 300 Series Serbs APPROVED SIOELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Serbs 109 Series 120,122 Serbs 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 IKurtBalthazor, P.E. — License Number 56533 Oaakk.raff w.,o,l. Tr AR—k EW r.ab..+<I, r.e,• y,e,n <.1 Flut.UL.SS LI Ims' U111)MS NonT .e,M:lvrYU E,wrOov. C,, UII <ir/Ii. April 29. 2002 0•e r oee.. Masonite International Corporation Oul tonjoVMn plop& or poeuCt Ino,o<emenl makes SMI1KEgM. eesgn an4 woOVel dean soOreCl to Cha"e wehoul oo1Kt. OXXO I I t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: 7Gl tJW J?e1 Double Door with 2 Sidelites Maximum unit size - 12'0' x6'8- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requlremerds for a specific budding design and geographic location Is determined by ASCE 7-national, state of 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 ao °03 nn 00 00 101 00 Series 13s 82 1ODSeries133,135 6 Series Series 1/ 2 GLASS: 0 D Do ° 00 00 00 no 00 0o 105 Series 106. 160 Series' 129 Series' 12 R& 23 R/L. 24 R/L 107 Series' 10a Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. U Oak raft W .. od-1a n 'Ia• ed AR EW [.abf.aq r o+. 111Il Mt l.\tip LCI I'N\' UnUM[ Men7t.wNii.rf4»furry Doa. ry-Vx. a PREMApril29. 2002 Ou. fry 0 Masonite International Corporation OutconlrhVMueram010,00ua u D Wt nl rry\H spud AOns. despn 3" WOd", Good s0^110 C1lsnet w0h0ul n01{t OXXO ' f t Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: no h ra 00 00 i 404 series 410 Series 109 series 114.120, 122 152 Series 149 series 300 Series Series APPROVED SIDELITE STYLES: t s 129 Series 200 series 12A. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24A.24L Series CERTIFIED TEST REPORTS: CTLA-805*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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK" 7r.. .,•.r r`nr .a.n.s cnr wt canna, w.....+.o..ra.. e- o..,. a s April29.2002 Masonite International Corporation Ow Co.." I.WM or "" +"Wotan"* "Wa $Wd"wns. ae"r rM Moouct e1t14 SYoitar to Coaaea "how "o" N XX COP-WL-MA0147-02 Glazed Inswing 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 Maximumuntil size . 6W x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistairt requirements for a specific building design and geograpAic location Is determined by ASCE 7-national, state orlocalbuildingcodes specify the efton 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: 03M go Go 822 Series 1/2 GLASS: n El 0o e0e Series 108 Series Oakcraff ARkEK - SIOLNf.LASJ LI+'1'N )' UUUNS nb..1..wNrM.rO"Gvl eh.n April 29.2002 Ow Coor,owne o.00ram a MOWmino.emern mHes seecirNeons. design It"o'oo.n M a so n i t e International C o r p o r a t i o n otnar suurto to cnanet -in" nonce. XX ' 1 , Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 Blo series 852 series 30D series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested In Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 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 IKurtBalthazor, P.E. — License Number 56533 Oak raft AR-1 EK" 1" 11L.\1.\ LN r"\ twee Dean Or• ,Des Apra29,2002 Masonile International Corporation W CDMwm g pmertm DI pq „q <DDrOt M R*kts SWOKAOM. *$IQP a" W00Ue1 eeug $01eel10 CDYree.00W .0ke XO or OX ' t r : t Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Madmum unit We . 6'0' x8'0' Design Pressure 40.0/-40.0 Umited vMer unless special threshold design Isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requbemerds fora specific building design andgeographic localion is determined by ASCE 2-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL. Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: Ulu 0o gD U Series 1/2 GLASS: D0 ao 404 Series 108 Series Oak raft AR 4 EK" 1..,.,:..1. ,.._ 111I:O1:1.:\< I: v'1 N\' n,)nN Neni..vN.a..a1.0lwvtDean C,, /L sq Al),a29.2002 Oe. , O.en V Masonite International Corporation ow (On.nvog p,opan, 01 Woo." +nj"ovtrnern Owes spWgalgns. 0-9- and W ~1 XO or OXCOP-WL-MA0148-02 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, 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 Oakgraff AREK' OUL'XGL fit[ a:nrKr unows eeo.HA..n.ere..ae"1" 0— Mn• j7 • Apf®29.2002 Masonite International Corporation Ow co"u'e poenm Of Wooutl mrov mml'alin SMOKa10M. des" aM WOW oefad S.Wcl 10 CW9e—".I"Ke A- Ox0 1Prt `e t Glazed Inswing 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 TO" x 8'0". Single Door with 2 Sidelites Maximum unit size • 9'o' x 8.0' Design Pressure 40. 0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements low a spectlic building design and geographic location is determined by ASCE 7-national• state orWal buildingcodes specily the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beed followed — see MAD-WL-MA0004-02 or MAD- WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/ 4 GLASS: 1/ 2 GLASS: n 00 e0e Series MM 0o 00 822 Series 108 Series Oakcraff ART EK" W.••••1-I;ra f e.•u•.1 IIUI: " I:LA\\ LN'r"\' 1)I IIIM Mo•nT..oinO /LwrY•1 l.wrr Daw. o.. . oee•. n01129. 2002 ow [ O.V~9 pluglim 01 pWuo u mwvmemmakes sOec-IHAQns. oesgn and WOOuCt Masonite International Corporation 0134 Subiecl to Cban t ..Ihw n0 -ce OXO O" `f ' I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: tl } S 810 Series 300 Series APPROVED SIDELITE STYLES: y J t r 450 Series $52 Series 810 Series 300Seres 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 Oakgraft AREK'J el"L'ROLA%S ENTRY DOORS elow•1_r F..,%. E" Deer. ova . o•e.. April29,2002 Masonite International Corporation ow to}eY1" plogam of podws M"provemtm makes SwitKem. aliOtign and po" aewi subWl a Chant wAh W +route. OXXO Glazed Inswing Unit 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". Double Door with 2 Sidelites Maximum unit size =12'0' x sr Design Pressure 40.0/-40.0 Limited water unless special ftestlolddesign is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requiremerlls lot a specific building design and geographic location Is detennined by ASCE 7-na WW. stale or WA building codes specify die edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 11111 as oa 622 Series D 00 40e Series 108 Series Oak raft AR EK' w-..na•.r.,,n ie,.u.ea FIUCK6L.\\\ LN'I'M\00093 No+T..r.M tlwrYr lr.vr Der, -y-- a S 0.. Deo.. April 29.2002 Masonite International CorporationOWConlmW" Wogrvn o1 Drodun . Wovemenl makes SWdinlgnl. OeW"pro0un OeVa 541KI 10 C"e wqr. W nWKt. OXX0 t I 1 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Fia-r i10 series 3W Seri" 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 wo...r. ,......., 1'1bUk(!tA%.%en'rmy wn ., N»Tow.a r.p.tyD r,.n Oae.. rn at y-,q• a • evner./1— J.:... Or• r Das.. April 29. 2002 Ow eommwne Dmgnm or Drod a+wovt M makes SMAK—s. onpn aM Dro0M1 Masonite International Corporation 0ell9 WNW ID C"t -Ah"I n .Ke A. XX ' t e I Glazed Outswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door Maximum unit size - 6'0- x 6T Design Pressure 55.0/-55.0 United water unless special Vmhotd designis used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirtments for a specific buldbrg deep and geographic location Is determived by ASCE 7-national, state or local buigNq codes specify the edidon repuired. 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: 0o on °9 no 00 00 Im oo 100 Series 133. 135 Series 136 Series 022 Series 1/2 GLASS: 0 UU OD ° KID 00 0o an oo an oo 105 Series 106. 160 Series' 129 Series' 12 RA-, 23 RA., 24 R/L 107 Series- 106 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oakcraff AR EK'- ..,..,..r.,,.- . r 1111'. kiiLA%9 LNINI 000KM rra..t•..,.•.ip.ruy Em.r [low. MA' e Apid29,2002 Masonite International Corporation W cwhuwry woar^ror woe ++.O.OveTew THeS SOKAKlIgM. 01%i" eM WINS.- atud su"Cl W 0angt won" net;e X^ 1' 10'. t Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: oa o0 404 Series 410 Series CERTIFIED TEST REPORTS: FIBERGLASS DOORS FULL GLASS: 109 series 114, 120, 122 152series 149 Series 300 Series Series 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 Tilled 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 IKurtBalthazor, P.E. — License Number 56533 O ask raff ARTEK' 1`IULNGLASS LN-1'Nl' VUONS emr, Doer Ap'029,2002 Masonite International Corporation Ow conl,n-9 eroerw o1 pr000n + Vw mem mews sneca glons. aelwe i d MOW gene we", to CMnee ".maul rwl.ee M O e t t e t 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 • 6'0- x 8'0- Design Pressure 47.0/-47.0 Umited water unless special thresAdd design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific bul7dhq design and geographic location is determined by ASCE 7-national. sate 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: Dm 00 DD 822 Series n a DD 40e Series 108 Series O alc-raft AR k EK" FROUNGLAY[ UN'r"1' UUOMS NvnixwnA r`e•'{d"Em.r p..•.l :... I•ie ir/i." • • r o.... Apld 29. 2002 Om comuw.np o.opwm of poeuct mprovemem m)Yes spetdnslbns. anpn ano MOOvtI M a s o n i t e International C o r p o ra t i o n Ot1iJSWllttl b in np! wI11W1 npu(t Ll r—.,llf Inle=fli c icy 2 i 1 REVISIONS DATE: ECN NO. APPVD: DESCR)PT)ON i)/ 00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT HOL® OLIEAL TRYX SPPORT BY 20 G ANL 00 SELLS ATTACHED TO DOOR OOCI IISTALIm (q SKUIMPATENTEDTOC-L-ADC SYSTEM w. BDADM B coao* 113 Gk CALV. SIFII MAC ICON, WOW A" IM S/ Ta6's_l _3/B' BOOD Ste$ LISTED ( e m„ LOW xEAo°AROM Is °t ATWA E AS AD aPDOR LRR r 2' CALIF. STEEL vwx 1. vt TRAcx AICKMM Ago. s 1Op 1PORlldl ® WPT 2-1/2'+12 G "V. STEEL MCK WWCP=. 700 jpqLOOKING ® (4) AMC( BRACRIS PER WE TAN TOP NVAX i REPORT#9606C ML MDDwNAL Jr x 20 G U-BALB U-BARS M A 2-1-2-1 Lit PAiANI Q.£ TWO O-54K ON BOTTOMM swum ONE D-BAONAE70SEFION, Ew-) /IM6/D' SHEET METAL SCRWS vitasA l OPTAO M. OUTSIDE mw LOLA PoSTDN 1MK DOOR MDDI - IV-. W INSIDE ELE94TIONS MOM-L 1 VO SORER OM H CEMIM 1 OD. 1K ODORS W TO 7'- 0' AR01 COPRSf 6(s) SECIIOI6 [pRN) PTTCPT PRALHE wAl kV. Al9ER RWLWM IIIC SCAER6 AM' BE COIIRFRSILLH OOOLIS PETt >-O' TI0/ WIHSSi a (S) SECIT0IIS (Ibf 9i01M). ODOINO aR Cl19RE SInEILT (wR NOf RECl/FD) TD PINNIDE A AUA1 AOLWMC SIIEACE IlOR201lTAL .MISS W HOE UVRER IDWH 2.6 YFlLp1 PRE AYIS 1 r 2' AKK GLASS OR -.SCREW 25 G MIA. STEEL SKIN COVED wM C- 40 MEN. GHWTPIDIC, BMUD-0M PNIETL AND ABNFD-0IB POLYESTER TOP COATAPPLIED TO BOTH SVCS OF STEEL SM SIP UP JOINTS. 3' TALL U-B. R 20 G CM:V, SAII 1N. YEDD STTEMCM: 50 KS T MOVEID SKE I" IAA SFCIDM R-R 12 G CRV. STEEL 1R60 LIFE RETAINER #W/4' PANREADSCREWfiffffy/} 10 Scam PER we NAIKLDRSOlf21CD11E74 (C-00 PEA BMOE7 H.0Q 24' C0mLIA00P9IN. CpIGElE) M SNM LATCH ENGAGES I/C.4' TM[ON SCD6 ONN l-T/2' L41RER5 (2A00 L C 0 4',..5/ Y SELF TAPPING SCREWS. fa G Pin HMf15 le G IAERIlifM1T HHNfF LtL'EC LW7[.1 MCAXONC W DOOR IMSEXLEA 00 An) 1G IISL OWN SEEM END STELE 2D G CAW. SIM INTER SAE o B 7/f6' ID. ROADEASIENIX OIE PQ ROHLFR) 12 G Cx . STEEL TOP 01lFD, TRACK. ROLLER BMC LT. EACH eRACARi ATTK" f/(4) FOIE SWAP a Wrn PSI AN. OOIdiCE). 1CRRR5II( iL.OFD RRN sEnE AIKLMLS 0A. MN ..VIER IROINEO WTO WAYBEA TB G CAW. STEEL KEEPER II10E J L ABLE$ TO ,AETc 9R6M'(4 C G GLV. STEEL ProS. F`ASTE ER10 SAES F 1 •/({) / STEEP IELIL9 A6. ) HNHFR SHaE Ai6/e' SHEET METAL IIOWiRC STA6ACEN01D'dlfA AWES 00 MIA 1RAC( ATTACHEDto EACH BRACKET /iMd(B' AEYN. SCAEK ND wM ONE i/{'.S/B' SOLT ! NIH (4) TJ41.3144 SELF YAPPING SC EWS PER ETD IMCE SKEWS. OUTSIDE KEYED TRM6ER HOFA ORTOO 1/4' Ak A.ETS IMDIE END END Z' 0uSHORT - STEM. to BYL STEEL ROLLER. 1• CA GLV. STEEL IiCE EACHS37REP.E. dSl.. AMOK OESTEH014RDR" FASTENED SHEETs fiT`K I ,VRamPREPMGiMRI IP" HOW Pc 4 95 OF . M1RS B! oT1ER5. ¢EcS, MORNAROINAPY- /23&V 4) 1/"/4' SELF 2113MUMMLIM 1OCX BAR TAPPING SCREE. ''"'P I`TM". I^' Y OP,ION TRACK ~ y THE DESIGN of THE SUPPORTING sAOcnNAE BJIV 5 DESN:N LOADS: +24.0 PSF h -24.5 PSF OUTs1OE EACH SIDE SFWL RE THE RESPONSIBLOY HW THE PROPEESSOMR OF TEST LOADS: +36.0 PSF & -3TO PSF T TALL . 20 G GLV. SM U-BATHS SLID SHADE BOLT IMIHOti OF TUINE AND IN ACCONDANCE QFIEMV NNTHE E C016 NOR THELOAO.S USIED IIWOtHIMMlIG4 eE 1HpID NvE N A 2-1-2-1 PA77ElNOEHMOH1ARSSTILEOM801TOYSEC110M. OMf U-BYt GM NEM tDCK ERCNZS MO VFRRGILA OBOE 716 ORRIIAG WN a a Rso >u pDrHawsE PART ND.: - ETC FACE 4-BIN ATTACED wMDAW/I, 4S1r{ SfIF TAPPNC SCREWS HRKXONELOCKONargRIMbMG PHIOOUQS bsr' w ca TOLERANCES 2WaS1B! T6 GNS1M10b, DN 45202 IDEAL TOG1T00. EACH SIDE OF DOOR. fbeLw.M a O 0 = t.03LOOK SHf BW fBSO YE. f. Ma i- SHS-)i2-XrH OPTION 3 G GALv. 5T1E1. BOTTOMBRArm. HACEO wM ( 2) /146/B' SHEET NATAL SCAEVS. BOLT al,we Ay p0m,e.,,a. wiw M YNP 4 4a=.Wu Ir +tit 00 = t.QHS AOOQ = t. ODi DESCROY[ IM: MODEL 6RST W4 " x 8- 0: 24/-24.5 DESK" LOAD DRAWN $Y- BEAM DACE: 4/T8/00 SCALE: NIS 'DWG. B MAIL.. 1 e UALess SAoled OHIw+.iWW a+ EMslas ARE N Hors CHECKED BY: MWW DATE: 4/18/00 DMYG. NO.: 102138 SHEET T OF T ZE REV. NO. I 3 2 DIV, 4 I 3 MODEL: 6RST (25 GA STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) LISTEDOPTIONALoseGLASSOR 1 8' ACRYLIC LRES AVAILABLE 1) INTERMEDIATE STILE ( SECTION B-8) ACF1E0 W/ TOG OC (TOP do BO 20 GA MITI. END STILES ATTACHED TO DOOR REBiMI (ALONG SIGN WITH PATENTED TOG-L-LOC SYSTEM I- A BOTTOM A CENTER). REPORT#9606C 25 GAL MIN. J I.00K POSITION I STEEL SKIM mCOATPrBORNSIDES) _WITH A BAKED -ON PRIMERABAKED --ON POLYESTER 111 1W0 POINT LOCKING TOP COAT APPLIEDSIDESOFSTEELL SKTO ONE 3' TALL x 20 CA. U-BAR (50 KSI) PER DOOR SECTION. END SIDE BOLTiw7fSlllELOCKENGAGES INTO VERTICALifTRACK. ONE M 11ppppCCAAAA771ppNH ppF VES _.yLockoi SKIS OPTIONALOUTSIDE KEYED LOCK POSITION OfrfDF DOOR Max. DOOR WIDTH 9'0'am H ONOTE 014x5/8- SHEET METAL SCREWS SLIDE BOLTINSIDESLOOK o11N 1' DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN . DOORS OVER 7'-0' HIGH CONSIST OF ( SECTIONS (NOT SH). O O 1/ 4'x3/4' SELF TAPPING SCREWS. 14 GA ENO HINGES 18 GA WTERMEDIATE FLANGE g VIEW 'C' 2x6 YELLOW PINE 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6-0-5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO 12 GA, GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/B' BOLT B NUT OR TWO 1/4- DUL RNETS. REVISIONS REV. N0 ( ZONE: I DATE: ( ECN N0. D: APPVIDESCRIPTION I + I A4 I MWW OTY (1) WAS (2) FOR TRACK BOLT Y HICK 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY 20 GA. GALV. SIM DODR INSTALLER (TO SUIT) D I-7 r rL=r T 13 CA. GALV. SiEFl. FLAG BRACKET. ROLLER LE CAM. Sim BRACKET. EHJAMB EACH FASTENEDTOWOODWITHIR T J 03) (3) 5/16'0-5/8' WOOD LAG SCREWS. 14x5 STETS WtYKHMDOUBLETRACKTRACKCONFIGURATION LOW HEADROOM IS SHP LAP JOMS, 12 AVAILABLE AS AN OPTION x DOOR IN G l'+ 1W. S1EE1 HETp(T V STIESFASTENED W EM V 2GALV. STEELTRACK, W 4 14a t - 7 B SHEET MIN. TRACK itICIENESS:. 060' _ t (4) 1/4' x3/4' SELF —088 TAPPING SCREWS. x C3' TAIL x 2D G GALV. c! TYP. 2-1/2'x12 CA GALV. STEEL TRACK BRACKET. STEEL U-/Nt ONE U-BAR i_ (4) TRACK BRACKETS PER SIDE. PER SECTION.. EACH U- BMt ATTAL1iD W SCRT]IS PEIt 451Ii4iowlorL 0 LHR TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U. V. COATING ON OUTSIDESURFACE Da1Bt_c TRY'K VERTICAL JAYS ATGCFYENf (WOOD fRA E 9UYDIJGST: 13 G SN.V. STEEL BOTTOM LOW HEADROOM OPTION BRACKET. ATTApFD WITH TWO 1/2'xS' LAC SCREWS ON 24' CENTERS. i' OA. LIMN. /14x5/I SLEET METAL SCREWS. WASHER REQUIRED. LAG SCRAMS MAY BE COUNTERSUNK SSB CLASS OR OPTIONAL 10 SCREW BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ALUMINUM EXTRUSION VINYL WEATdERSIWP.1/8' ACRYLIC LITE WINDOW LIiE SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION B-B STOP MOULDING BY DOOR INSTALLER (TO SUIT) r- 20 GA. MIN. GALV. STEEL END STYE 20 GA GALV. STEEL INTER. STILE SECTION A -A (SIDE VEMI) 4- PAN HEAD SCREW VERTICAL .LAIR ATTACHMENT (C- 3(10 SCREWS PER LITE) END 2.0 PSI WN. CONCRETE COLUABN . SOLD INSIDE SUM£ 3/8 x4 SLEEVEANCHORSON24CENTERS (BOTHUTE RETAINER C-90 BLOCK OR 2.000 PSI M. CONCRETE) OR NFL 1/4 x4' TAPCON SCREWS ON24' CENTERS (2.000 SNAP LATCH ENGAGES STL ONTO VERTICAL TRACK. PSI MN. CONCRETE). WASHERSINCLUDEDWITHONESNAPLATCHONSLEEVEANCHORS, 1' O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR, WITH TAPCONS. ANCHORS MAYBECOUNTERSUNKINTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE. HORIZONTAL JAMBS W NOT HANDLE TRANSFER LOAD. OUTS" KEYED18GAGALV. STEEL CENTER FLANGE FASTENED TO INTER. STILES W 4) 14x5/8' SHEET METAL PER END HINCE. LOCK BAR ENGAGES N TRACK ON EACH SUE OF DOOR. HANDLE , END Y r M STILE(OUTSIDE KEYEDMOCK L yj (L INSIDE HANDLE OUTSIDEKEYED DESIGN LOADS: + 25.0 P.SF. & -37-0 P.S.F. LOCK SNAP LATCH LT_ xLOP710NTESTLOADS: +37.5 P.S.F. R -48A P.S.F. 2- DUA. SHORT STEM. 10 BALL STEEL ROLLER. PREPARATION OF JAMBS BYOTHERS. xollci Uiinx SIWad Otlwww JAMB CONFN:URAiION r` maeuu e ' oo. TOLERANCES ,.. SECTION C-C —4 ork bK .0 = t _03 NOTE 2: THE DESIGNOFTHESUPPORTINGSTRUCTURALELEMENTS ' i°ir1i11+w SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .w.A A.er wr+. r.1r. roJxl = ! A15 aww YN. sb .y n.R r .000 - 2.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFEW, P£. U - H` W.r..~ 0000 2. 001 WITH DRAWING. BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. /48495 / / < <L ThirO QW Dsve = t i/z THI-- NORTH CAROLINA P.E. / 23832 l Proj-t r - UxMs Stave OOwwse OWIET19016 ARE N NOTE; 4 40 3 l7. 1 b." . W . axe . W 12 PARR N0. - s.. exWn Ica PRIDEALAYu.S.. eo•EWr. F. N4 1-Si3-762-35ro DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN ITY: BMM I DATE: 4/18/00 SCALE: IM IDWO. CHECKED BY: MWW I DATE: 4/18/00SHEET 1 OF 1 JSIZEB DWG. NO.: 102137 REV. NO. 1 l%JL % VVII1 1 DlJJL'Vjfila ;pfi'.