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217 Clydesdale Cir - BR04-000310 - SFRPERMIT ADDRES CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT #CA DATE `,,, o 003 PERMIT DESCRIPTION 1!S Q PERMIT VALUATION tak y\o SQUARE FOOTAGE smas CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 217 CLYDESDALE CIR for which permit — 04-00000310 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official pri-or to the issuance of said building permit, to wit as complies with all the building, plumbing, ellectriczoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled ZONING: Inspected UTILITIES: Subdivision Regulations Apply: Yes, APPROVAL DATE FIRE: Inspected Water Sewer Lines In _ Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street ights Storm Sewer Driveway Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -BUILDING 01- APPLCTN FEE -MECHANIC 01- APPLCTN FEE -PLUMBING 02- ENGNG DEVLPMT FEES 01- FIRE IMPACT - RESIDENT 01- LIBRARY IMPACT FEE VVVC DhTn DATE AMOUNT 12/ 15/03 20.00 12/ 29/03 20.00 11/ 13/03 10.00 1/ 12/04 10.00 12/ 03/03 10.00 11/ 13/03 10.00 11/ 13/03 59.27 11/ 13/03 54.00 No APPROVAL PAGE: 3 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 217 CLYDESDALE CIR for which permit 04-00000310 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official rio-r to the issuance of said building permit, to wit as '7 1 complies with all the building, plumbing, ellectrical-:;J 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 11/13/03 279.61 01-POLICE IMPACT RESID 11/13/03 91.93 01-RADON GAS TAX FEE 11/13/03 17.34 01-ROAD IMPACT FEES 11/13/03 847.00 01-RECOVERY FD/CERT. PGM. 11/13/03 17.34 01-SCHOOL IMPACT FEE 11/13/03 1384.00 WD IMPACT:SINGLE FAMILY 11/13/03 650.00 SD IMPACT:SINGLE FAMILY 11/13/03 1700.00 14) OWNER BUILDING OPPI-CIAL / DATE 10-03-203 9 : 52AM FROM P. 1 y'3 CITY OFSANFORD PEAMrr APPLICATION Permit # :_+..J1. 1. J4 • 3-yy( 0 ir / Date: i Job Address: sue` - 0-1 \it( n iv ( ' irr i p i N Description of Work: u5e. e2 Lezz' Historic District: Toning: Value of Work: $ ::j 20r OQ `— — A tr tu v ©titq Permit Type: Building Electrical . Meohtirtical Plumbing Fire Sprinkler/Marm Pool Electrical: Ncw Servioc —f/ of Ab1PS Addidon/Alteration Change ofServicc Ttttrpolary Pole __- Mechanical: Residential Non-Residoadal Replacement New (Duct Layout & EncW Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linos # of Gas Lincs Plumbing/New Residential: # of Water Closets Plumbing Repair — Resldential or Commetaiat Occupancy Type: Residential e:f COMmoroial Industrial Total Square Footage: Construction Type: # of Stories: # ofAwelUng Units: Flood Zone: (YEMA form requlrt(I for oruer than X) Parcol N: __ Attach Proof of Ownership St C,tgal Owners Namv & Address: '%i, . Sf r .!„/, s / <" l _ _ /,l_ - AI- .fir Contractor Name, I& Addtwa; d!! i7d. r r. i %j/le. , /yt / . c ,1R /J ` sstt s State LicenseNumbar: Phone & Fux: t - - i1 UfactPerson: o „1.,_Phone: Bonding Company: Address: Mortgage Lender: Address: ArchittWEngineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations M indicated. 1 certify that 00 work or installation has commenced prior to theissuanceof;i permit and that all work will be performed to meet standards of ail laws regulating construction in thisjurisdiction, l understund that a separatePermitmustbesecuredtotELECTRICALWORK, PLUMBfNG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify char all ofthe foregoing information is accurate and that all work will by done in compliance Withal] applicxhla law.e ror,ulatingconstructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIN(ITWICEFORIMPROVtMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OK ANATTORNEYBEFORERECORDINGYOUKNOTICEOFCOMMENCEMENT, t UQ: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may W additional permila required from other governmental entities such as water management districts, stuto agcncias, or federal ngcncics. Acceptance of permit is verification that I will notify the owner of the property of the requiremtnts of Florida Lien Law, FS 713. z Signatum ofOwnct/Agdnr Data "-- Signhtvre of Contractor/Aeeut )Duce Print OwnedAgem's N;+mo Print Co roctor/Agent's Name Signature of VotaryStart of 1 lorids Date Signature ary•State off lot' Bonny G Logan Uwncr/ A tnl is EGG f Comm 1567 6 — Pvrsonally Known to Me or Contractor/Agent is _Zrvrsonally Known to Me or orwd Expires May 17 2007 ProducedIDProduced10APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: InitialtitDate) (Initial & Date) (Initial & Dutc) (Initial E'eDate) Srec, oi Cunditinns: _...._. permit #. ,a+yf Job Addr CX / —i Description of iYo rk< Historic District: r- .. A I3.riiE: ' Zoning, Value of Work: Permit Type: Building _ Electrical Mecbta Electrical. New Service — ## o s Add; Mecbaakal! Resident.,-. Non -Residential Rt Plumbing/ New Commercial: # of Fixtures Al of Plumbing/New Reaitiential:# of W CMaeta Occupancy Type: Residential Ctnn"rciat Construction Tyner # *(,Stories: # *f 1 Parcel C Owners Name & Address: Contractor Name & Address: Phone &Fax: Bonding Company: Address: Mortgage Lender: Addrv&s: .. _ Architect/Englneer: Address: Applicauon_is hereby made to obtain a perxtut.to do the work and it issuance ofa permit and that all work will be performed to n"t $to permit must be secured for ELECTRICAL WORK, PLUMBING, AiR CONDITIONERS, etc. cal Plumbing Fire Sprinkle;/Alarm FoQR wn/Altemt on Change of Service Ternpot'kt'yPole _ _= iacernent New (Duct Layout & Energy Ca) . Required) Wer A Sewer Lines # of Gis Lines Plumbing Repair— Residential or Cornmerci>al Industrial Total Square Footage: wdliag Unix: Flood Zone: (FEMA forth (required fir wakcrr civja g) Attach Proofof Ownership & Legal Description) Phone: 17 Phone: Fax: ohs ai indicated. I certify that no work or installation has'commcraxA prior I the of all laws regulating construction in this jurisdiction. I understand that a separate WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and OWNER'A A;EFIDAYU: I certify that all of the foregoing information is accurate and that all workwvi11 construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF i3 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FTNA ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requiscments of this permit, there may be additionalthiscounty, and there may be additional pennits required from other Rovernmen Acceptance of permit is verification that I Hill notify the owner of the properly Signature of Owner/Agent Date 401, Print Owner/Agent's Name Signature of Notary -State, ofFionda Date Owner/Agent is ____ Personalh Known to ,Vie or Produced ID Such as Of in compliance withal) applicable 1hvr , t I txlatiitg IC#4ENTMAY RESULTfN YO)1 V, l A iTAG IWLT WITH YOUR LENDER OR A1.4 ertythat may found in the public records of gent districts, to agencies, of ft^06ul agcncies° Signal of Conczctor/Agent ""` Date BEXT G. DELL* RUM P rillcontraclor AgenI Na P+ Signature of No_rv-State of Flonda Date Contractor/Age s _ _ 1'ersonai .\ Known to Me or Produce APPLICA11ON APPROVED BY: Bldg. Zoning. Lr.:::es. r initial & Date; (Initial &Date) Special Conditions;— F .. FD: _ 1t1 111 ttDal I 5 -06-203 7 ; 09AIA r kum a^r• •g .. H.Y.'ilv+!"t<Yrt,Y,raM. ...na,..,u. -. '.!" CCTV OF SANFORD PERMIT APPLICATION Permit n Jo% Address: Description of Work: , I:,( Hsstorlc ©{strict: 7asning: Value of Work: S - r Electrical Firc Spnnkier/Alarm Pool Permit Typc: Building _ . . 4 Mechanical Plumbing _ r „ TemporWy Pole ! Service - p of AMPS 54 '20 Addition/Alteration Change of Smicc _-_ _ Electrical; New 1ttchanical: Residential Non-Residcntia) Replacement Nevi (Duct Layout & Energy Cale kcq trod) PlumbinV New Commercial: A of Fixtures rY Sewer Lines x of G'as ).finesofWater8t PlumbinotµRelldentlal: It of' Water Closets,_ Plunsbiag Repair - Rcssdenual or Corrurlerc,a,M,,_ Occupa,nq Type: Residential Commercial industrial Total Square Footage: Construction Type: M of Stories: is of Dwelling Units: (7ood Zone (fiES1A form rtyuind to other tftyn • Parcel a Attach Proof of Owotrsnlp it Legal D! icnpuunit l i . \ UCH Owncra Name & Addreaa: y Contractor Name 6t Addreu: G 2 7 Lj. {fate Litvnsc Nurnhcr Yhonc & Fax'' .J- _ Contact Person _L 1'1 t Yn„nc4 _1= 1.." 4 t aonding Company; nddre+r lriortgaUt Lender ArchiiteV)rnginetr'. ` y Fill Application is hereby mode to obtain a permit to do the work and initlifttions as indicated. I certify that no wtrrk or insul anon hers cornncncto pna ,o '•^= ssuance of a permit and that all work will be porfnrmcd to meet atmdards ofall laws regulating eonswction in this juns.iic tion. I undcrytanu that aao; a:: Permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctu. OWNFR'S AFFIDAVIT: I crmify that all or ttu toregoing information Ir, accurate and that all *twit will tx done in corrrp)tapnet A.$&, .11 apPl:;oble " r'Fwart'.E cotsitnact on erred zoning. WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEM FN7 MAY RES IL 1 IN ti OTWICEFOE, IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO 08TAIN FINANCING, CONSULT WITH YOU1t Lk vl' t O .^-''• ATTORNEY BEFORE R4C ,RHINO YOUR NOTICE OF COMMENCEMENT NOTICE; In addition in she requirements of thin parmit. ihert may he additional restricuons applicable to this p*operry Utal may be founo in tnc PV D" rt: 'Ns c this county, and there maybe additional permits required tmm other governmental ctnnaj such as water manogenxnt dIstnctc, cure agcncits, or tcor'a'. tz,cn' ,ti Acceptant c of permit I5 veriticution that I will notify the owner of the ptropcty u(thc requ,remenl, Honda w F1 •!j n nctnr A cat; J.It Signature of Owner/Agent Uutc siCrwtlin of Co B Print OwrtcrlAgtnt's Namc Yrnt/CVntrapctort,gcnr't mc Signature of Nutary.Srnrr of Flnnrla Hato S gnaturc of t iy-Jtat n! F?cnc Jo'c t-iwnednfiax is .._ YcisunDny Knit) , Me tat t.'V eaetnru,gcm is vrr.r„ a !y Knokr. ;o n^.c r Prpdvt• n n> YruduCvtsII'r -- Lunen •. ! ail:nc. _ .. ..--.— I' I'i.K'A1lUN AVPROV('.h 11y Il ldg: i b,il,r,l b: 03w) jlniliVi 3t f);+ic) Marie A. Zettlemoyer ttir?4g4 : CommissionQD22i380 Expires: Jul 15, 2007 Bonded Thru iAtlantic Bonding Co., Inc CITY OF SANFORD i%itmrr APPLICATION O 0 i Z144-0Permit #: Date: Job Address: Description of Work: rf Historic District: Zoning: Valuc of Work: 5,,,,,_1 flermit'T'ype: Building Electrical Mechanical Plumbing ')--' Fire Sprinkler/Alarm fool Electrical: New Service — N of AMPS Addition/Altcration Change of Service Temporary Polc Mechanical: Residential Non -Residential Replacement New ([duct Layout & linergy Calc. Required) IPlumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of GIs Lines Plumbing/New Residential: ## of Water Closets Plumbing; Repair — Residential or Commercial Occupancy "Type: Residential Commercial Industrial Total Square Footage: t•, Construction Type: # of Stories: of Dwelling Units: Mood 'Lone: (1+LINIA form required for other than X) Parcel #: Attach Proof of Ownership & Legal Description) Owners Name & Address Phone: Address: -'Vlr JVv JsvR Mortgage Leader: Address: o Architect/Engineer: Phone: Address: Fax: Application ishcreby 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 perforated 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. WLq98'S 6FEIDAYIT: 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. N,Q_' IQ : 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 therc may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pernut is verification that I will notify the owner of the property of the requirements o I ida Lien 7 1. Signature of Owner/Agent Date SignatureeooffConttrra'ctor etc Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary-Statc of Florida Date Signature of Notary -State of Florida Date MA,',Ap}`h l+I, OfALL IftOwner/Agent is Personally Known to Mc or Contractor/Agcni iPetgg4A6 Mi'ftMEBof rTi Produced ID Produced ID AVA .M.Nfib• f 2008 Comm. Not, 00 258139 APPLICATION APPROVED BY: Bldg: Zoning,: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (initial & Date) Special Conditions: THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MIIRSE, CLERK OF CIRCUIT COURT SENINCLE COUNTY BK 05091 PG 0377 CLERK' S # 2003200217 RECORDED 11/06/M Oel;Vi13 PM RI CORDINS FEES 6.000 RECORDED BY L McKinity NOTICE OF COMMENCEMENT j7j SGWC Cart Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of opperty: Lot(s) 56, 57, S9 and 60 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole Co y, 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 FeeSimpleTitle Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: UMFIED CM MAI3YANNE Mod CLERK F CIRCUIT COUiC1 GEM M FLORWA dw Fax #: Q.i L"yWy Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as providedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of theLienor's Notice as provided in Section713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recordingunless a differentdateisspecified): D. R41) 0by: wso , ssistant ecretary Corporate STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me thiInc.,ayof 1 VC vy1 - 2003 by RobertA. Lawson, Assistant Secretary of D.R. Horton, nc.a e aware Corporation, on behalfof t ece corporation. He/Sheispersonallyknowntome. Notary Public, State and County Aforesaid 6 1 Wm 04 7fhm -116OIFa A .XtE91'7+ PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD734330 MY COMMISSION EXP. LY 26 Notary Seal COUNTY QF SE1I1,18LE ` IMPACT FEE STATEMENT . ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75658 BUILDING PERMIT NQMBERo L (CITY) CQDx NTYNUMBERUNIT ADDRESS « TRAFFIC ZONE2 JURISDICTION: SEC: TWPn RqGx SUBDIVISI81: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCKx L.OT: ADDRESS: 2-_--_-_---_--- APPLICANT NAME: ......................................... ADDRESSx .................................................... LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS VT WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE 9,20.00 3TATEMENT RECEIVED rr*/ BY: ____/___ SIGNATUREo PLEASE PRINT NAME) x DATE: ___ NOTE TO RECEIVING SIGNATDRY/APPLICANTn FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOU IQ LIABLITYFORTHEFEE. DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY NOTE** ` STATEMENT PERSONSAREADVISEDTHATTHISISAOF FEES WHICH ARE DUE AND PAYABLE PRIOR TOISSUANCE OF A~ BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR - EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATEAR THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REOUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RVLESGOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICEx 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. - | PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300^1- 10RTH PARKAVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREWCE THE STATEMENT NUMBER AND CI7Y BUILDING PERMIT NUMBER AT THE TOP THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGL[[ FAMILY BUILDING PERMIT******************** Fermi Job Address: Q- 7 C lc. d Description of Work.F CITY OF SANFORD PERMIT APPLICATION Historic District: Zoning: Value of Work; Date: Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempot Ir Pole . Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C4c, Required) Plumbing/ New Commercial: # ofFixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential, # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type; Residential __y_" Commercial Industrial Total Square Footage; '` Construction Type; i# of Stories; 1 # ofDwelling Units L Flood Zone; (FEMA form required for other than X) Parcel #: Owners Name & Address: ;-V V4 + 3a Contractor ame & Address: Phone & Fax:- Bonding Company: Address; Mortgage Lender: 111- Address: Architect/Eagineer: Person: Attach Proof of Ownership & Legal Description) Phone: State License Number: Phone: Fax: Application is hereby made to obtain apermit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbepwformodtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understated that a separatepermitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, eta. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARM G TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requiromonts of this permit, them may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and them maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p it) catto at I will notify the owner of the property ofthe require of Florida tyeen La FS 713. Sign re of Owner ont Date Signature of Contractor/Ag t DataA _ of A-IRICiA COULTON PUBLIC STATE OF FLORIDA MISSION NO. DD13433() Produced ID APPLICATION APPROVED BY: B1dst:LJL1tL_ i0 Zoning: Urlitios: FD: initial & Date) (initial & Date) initial &Date) (initial &Date) Special Conditions: D. R. HORTON HOMES ,.,-o7q CL SFR PERMIT PACKAGE CITY OF SANFORD CHECKLIST LOT # SUBDIVISION; BAKERS CROSSING ADDRESS a I - e: d ST BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS- 2 PLOT PLANS J3 SETS OF ENERGY CALCS MANUAL 1/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Sri V6 Gc ler J CD O Limited Power Of Attorney hearby name and appoint: Craig Coulton and 0Miitrrrr_r r i n rr.__r each agent's of D,R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: _ Ti. of Go Yl or For a residential permit for work to be performed at: Lot # : M ` Subdivision Address: And to sign my name and do all things that are necessary to this appointment. E cross'l h( J V7c, Richard B. Ladd CBC055300 Contractor State Registration Number L - Signature of Contractor This foregoing lnstrumenwasyacknowledged before me this: Date: 1011L 0-5 By: Richard B. Ladd ( Contractor ) Who is personally kno n to me. OFFICIALR i:A,i.... PATRICIACOULTON State of FI da NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD13M County oOran - r;x jJ! MY COMMISSION EXP, LY26ie , ry Public Signature Notary Seal CITY OFSANFORD P-0, Box 2847 SANF ORD, Fl, 32772 PHONE ;V (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (1'-ULL NAIvM) SERVIC]'. ADDRESS 2)-7 C FAX 1/ (407) 328-7367 MAIIJN(i A-DDRESS TURN ON DATE lon ZIP SINGLE FAMILY RESIDENCE MULTI -FAMILY usiDiNcr-, w rx~ A- COMMERCIAL WORKv!!jpa: SOCIAL SECURITY# N14k H 0M E#— f\)-R vvvNr-K OF PROPERTY L),K, I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ_ CSR DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 58, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE, COUNTY, FLORIDA LOT 58 CONTAINS 11,533 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 622 SO. FT. t TOTAL SOD 8804 SO. FT, t PT e -• _._- _ —_ _ 183.75' -- - CENTERLINE OF- RIGHT-OF-WAY CLYDESDALE CIRCLE TRACT "A" 50' RIGHT OF WAY N89 1 T3"W - `_ _ 309_a5_ _ _ _ _ _ _ _ _ _ / PC 125.90' 75. 00' IN EPosED 9*17'34"E _ 910- Io' umITY EASFIk T gar h+ ^'-19.s' I 26 II i 40.00' i I e I vCPROPOSEDW I I MODEL 2879 C FRn5HE0 FLOOR I 1EIEVARONa29.5 ODN. I I CN CV to M 4M' 1 N vid' LTA7.5 P 17.5' O I a Z 1 j NI LOT 57 j LOT 59 I ` I 1 ^ i 1 LOT 58 j DRAINAGE TYPE B J-- 20' ENVIRONMENTAL CONTROL EASEMEN 2T•5 N8935'18"W 75, 00' TRACT "I" LANDSCAPE BUFFER PREPARED FOR: DR HORTON BUILDING SETBACKS FRON T: 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 IS 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 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. I BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT58AS BEING SOO'42'26"W PER PLAT, SCALE: I" - 40 FEET APPROVED BY: SJ JOB NO. ASM42677 DRAWN BY: 1" -40' GRAPHIC. SCALE. 0 20 40 Otto' 'plep'ltwt Ai6il LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POO POINT ON BOUNDARY POI. POINT ON LINERICHTOFWAYLINE X PCC POINT OF COMPOUND CURVATURE XXX PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW ORPO PLANNEDOFFICIAL RECORDPLANNEDDEVELOPMENT I I CONCRETE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH lB LAND SURVEYING BUSINESS C. 8. DENOTES CHORD BEARINGLSLANDSURVEYORPCDENOTESPOINTOFCURVATUREPRMPERMANENTREFERENCEMONUMENTPI - DENOTES POINT OF INTERSECTIONPCPPERMANENTCONTROLPOINTPRCDENOTESPOINTOFREVERSECURVATUREP) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL CW CONCRETE WALK RADIUS POINT 5 SIDEWALK RP RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTHPGSPAGESR/W RIGHT-OF-WAYSO. FT. SOUARE FEET 32801 (407) 426-7979 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND, MAPPER, a-ZGr'03 FOR THE FIRM 1 R, USCATELLO JR. PSM# 28 DATE CITY OF SANFORD BUILDING DIVISIONREQUIREMENTSFORRESIDENTIALBUILDING PERMITSUBMITTAL 1. Two (2) recent boundary and building location surveys showing setbacksfromAllstructurestopropertylinesforpermitforstructures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan indicating Tooter sizes for all bearing walls. Provide side view details0n. of those footors with reinforcement bar replacement. 0 b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, andlor opening sizes, smoko detector, locatlon(s), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. Dote the State of Florldn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part S) p C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. . d. Cross sections of all wall sections to be used In the structure. Bearingpnon -bearing Inter and exterior. Show all components of wall section. 0 0. Framing plan for floor joists whore conventionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 0 g. Stair details with tread and riser dimensions, stringer sizo, methods of attachment, placement of handrails and guardrails. 0 h. Square footage table showing footagest ' y 01Garages/Carports .,._Sat, Porch(s)/Entry(s) S.F. a Patios) S.F. Conditioned structure F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils appear to be'un stable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: 0 it. Utility letter or approval when public water supply and/or sower system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Bivd,Sanford, Fl (407) 665.3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and pormit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERMUILDER 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. Footor 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- do boadns - columns- coils 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10,- Framing 11. Tenant Separation / flrowall 12. insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building 11nal 15, Other DATE SIGNATURE By Mwn or Authodat Agent) P" Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number Address.{?33,1: ` `]Z City/State/ZIpt CCQ, r, 1 ?, Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount First payment due on the Install Anniversaryate) Any payment deemed.30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Address City/State/Zip Phone & Email NOTIFICATIONSTICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will, warrantthestructure(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 n-o additionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEAND FURTHER OF THE AGREEMENT SHALL GOVEERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date ustomer or AgentSignatureDate Apex Pest Control Inc., (Apex) wili, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicablerecommendationscontainedInliteratureprovidedbyDowElancotIInstallSentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2, monitorthoseStationsfortwelvemonthsfromthedatehereof; 3. duringthoseyears, add Recruit* termite bait and remove It from the Stations as appropriate; and 4+ duringthoseyears, Inform the Customer oft A, anyneworIncreasedtermiteactivitynotedat the Stations b. anyadditlonor. removal of Recruit* of Recruit* termite bait; and c• anyobserved effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The CompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Pretreatment PlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsnoflthisagreementforerquarter ( 3mo period) payable on or before the end of the previous monitoringeriod, the fifthyear, and each year thereafter, Apex reserves the right to revise the quarterly o After. y pqypaymentamount, not to exceed IO% per year, g The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to ma baited freefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber direct wood soil contact, standingw under Atertypestructure, or as noted in "Special or Additional Comments". maintain the areas) eliminate faultyg; ; p The. Customer also agrees to notify. Apex of and Plumbing; leaksdampnessfromdrains; condensation or leaks from the roof or otherwise Into, onto, or under'. the area(s) baited. At no time will .damage caused to an Insect Infestation, be the responsibility of Apex in areas where atny of the condition -of the s described to thls Para rah exdestroying. of ApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersrgphexist. Failure ' DISCLAIMER: COMPANY DISCLAIMS ALL OAR responsibility under this paragraph, INCLUDING STATUTORY WARRANTIES, AND SPE WARRANTIES, WHE'R, EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESSFORAPARTICULARPURPGOSEYORWARANY .IMPLIED WARRgINTES, OF FURTHER, COMPANYHASMADENO ' Ty OF WOP AN,IKE SIa:RVICE. SERVICEPROVIDEDMEREAFFIRMATIONOFFACTORPROMISERELA'NG TO Customer expresslywaivesandNDERsanyclaiATmsSanyCREATED OR It MOUNTED TO AN 'I'HT>. PRODUCTOR . negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of EXPRESS WARRANTY,, Arbitration orotherlegalproceedingagainstApexforcompensatory, it'lcidentai, consequential, exemplary, punitive, liquidated, treble, or special damages if an y kind, event shall Apex be Iiable for any amount greater that amount paid id the Customer to p, use, diminution of value, economic, Apex for the service to be performedno. SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (I)lt ;s the responsibility of all famlly members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any.allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and Apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON- SYSTEM COMPONENTS: The Customer understands that: All components of the Sentrlcon "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 Sentricon• System a. Apex wills (1)so notify the Customer; (2)offer Customer the alternatives of either using it different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certaln termite infestations of certaln structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of it different form of termite protection, give the Customer credit for service paid for but not yet received, (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective dtfferent.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andt(S)retrioYe, or advise DowElanco,or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrleval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitlelde being applied on or close to the IocRtlon of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part ofApex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement #hall be made at the Apex Corporate headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. It any part of this Agreement Isheldtobeinvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain In full force findeffect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVZ CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, 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)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; ($)areas of existing damage unless areas have beenrepairedbyCustomersevidenceofreceipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dkspute to the least expensive procedure of arbitration in accordance with the rules and procedures foecommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' thf' provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, g„Th proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all issues of fact and law, and Any determination of the arbitrators wIlbefinalandconcluslve, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndividuai'baslsandnotItclasswidebasis. Apex shall recover all fees, costa, and attorneys foci associated with the arbitratlon proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties ancnoothorrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In its sole discretion, that It Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice, Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identintPropertyforanypurposecontemplatedbythisAgreement, Including but not limited to ro•InbytheCustomerorconsiderednecessarybyApex. spection, whether the inspection was roqucstc LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date, After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a (thirty) days of the transfer of the treated Property. transfer fee payable to Apex within Trademark of DowElanco Brevard Area Orlando Area08SPlumoseSt. 7006 Stapolnt Ct. #G TampSarasota Area Merritt Island, FL 32952 Wlnterpark, FL 32792 $314 Faulkenburg Rd N407459.2847 407-SM0540 Tampa, FL 33310 800-929.2847 888.764-2847 813 221-2847 877-459.2847 O q _ 3 l FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200: Imoortant Read the in*uctions on paws 1. 7. SECTION A - PROPERTY OWNER INFORMATION FortrrsUanae Company Usa BUILDING OWNER'S NAME Poky Number D.R. HORTON BUILDING STREET ADDRESS pncluding Apt., Unit„ Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 217 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL. 32773 LOT 68BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, N rxxxmsary.) or NAD 1927 NAD 19M SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Map 0 Other: B4. MAPAND PANEL 87. FPANEL 89. BASE FLOOD ELEVATIONS) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTNIRM ENMVISEDDATE 88. FLOOD ZONF.(S) Zola AO. use depth dfloodrg) 120294M E 4117195 4117195 X 24B B10. Indicate the source of theBase Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined Z Other @ascnbe): NEAL HIL.ER ENGINEERING. INC. B11. indicate the elevationdatum used forthe BFE in W. ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the WUN located ina Coastal Bonier Resouroes System Gn aw or Otherwise Protected Area OPA ? 0 Yes LDNo DesignallMDO.. SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: p Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate WR be required when construction of the buildingis complete. C2. Building Diagram Number, (Select the W drrg diagram most similarto the buiding fa which this certificateis being completed - see pages 6 and 7. K no diagram accurately represents the buildir>g, provide a sketch or photograph.) C3. Elevations — Zones A1,A30, AE, AH, A (with BFE), VE, V1 V30, V (withBFE), AR, AIZA, ARIAE, ARIA1,AM, ARIAH, ARIAO Complete Items C3.- ad below according to the building diagram specified in item C2 State the datum used. If the datum is different from thedatum used for the BFE toSection B, convert the datum tothatusedfor the BFE. Showfieldmeasurements and datum conversion calculation. Use the space provided orthe Comments areaof Section D or Section G, as appropriate, to document the datum conversion. Datum NGVt729 ConversbrDomments NONE Elevation reference mark used Does the elevation reference mark used appear on the FIRM? E]Yes ®No o a) Top of bottom loot (including basement or enclosure) X. 4 4m) o b)Topofrodhighertloor q.4R(+m) o c) Bottom of owest horizontal structural member (V zones only) NIA. X(m) o d) Attached garage (top of slab) 30, Qft(m) o e) Lowest elevation of machinery ardor equipment m swAft the building ( Describe in a Comments area) 229. $iL(m) o t) Lowest a jac:ent{finished) grade (LAG) 29.4 fL(m) 2o g) Mighest a4acent (finished) grade (WAG) 299. 7 iL(m) o h) No. of peer went openings (float vents) within 1 fL above adlaoant grade Q o ) Total area of all permanent openings (flood vents) in C3.h 0sq. in. (sq. cm) SECTION D - This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: W UJAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. 320 E. ORLANDO FL 32903 3115104 (407)426- 7979 FEMA Form 81- 31, January 2003 See reverse side for continuation. Replaces all previous editions Copy both sides ofthis Elevation Calkate for (1) axrnrrranity Aid, (2) Insurance aganticompany, and (3) buft owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-EISANA /C UNIT bft4I IVN E - WILDING ELEVATION INFORMATION (SURVEY NOT REQUIRE FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zane A (without BFE), complete items E1 haugh E4. If the Elevation Certificate is Intended for use as supporting Information fora LCM A or LOMR-F, Section C must be completed. E1. Buikfing Diagram Number _(Select the bulking dagram most simfiar tothe buying forwhich this certificate Is being completed — see pages 6 and 7. Ifno dagram aocurateiy represents the building, provide a sketch or photograph.) E2. The top ofthebottom floor (indurfing titorenclosure) ofthe building is _ t(m) _In.(cm) above or below (checkone) the highest a*icentgrade. (Use natural grade, if available). E3. For Buiktng Diagrams 6-8with openings (seepage 4 the next hickfloor orelevated floor (elevatiah b) ofthebuilding is _ ft(m) _fn.(oxn) move the highest a*ioent Wade. Complete items C3.h and C3.1 onfront dform. E4. The top of Me platform of machinery a xVor equipment servicing the buPdng is _ t(m) -in•(cm) aboveor below (check one) the NOW cAment Bade. (Use natural grade, favallable). ES. For Zone AO only: Ifno flooddepth numberis available, is the topofthe bottom floorelevatedin arxadarxe with thecornmunity'sfoodplain management ordnance? El Yes No 0 Unknown. infamaton in Section G. The propertyowner'o rownWs authorized representative who comes Sections A, B, C (Iterns C3.h and C3.1orty), and Efor ZoneA (without a FEMA-Issued aoarrrrurflty. issued BFE) a Zone AO wrist sign here The daterm* in Sod= A, a G a d Earecared to fhe bssfoafmyfarowi'edga PROPERTY OWNER'S OR OWNERSAUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - COMMUNITY INFORMATION (OMNAL) The local official who is authorized by law or ordnanceto a irninister the amnu*s floodplain management ordinance can complete Sections A, B. C (or Q, and G ofthis Elevation Certificate. Complete the applicable iterrr(s) and signbelow. G1. The ir>fomhation in Section C was taken from other coourmentaton that has been signed and embossed by a licensed surveyor, engineer, or architect who Is authorizedby state or local raw to adt elevation information. (Indicate the souroe and dale d the elevation data in the Comments area below.) G2. O A o(xnm ty loofaoompleted Sedan E fora building iota in Zone A (without a FEMA4swW or oorrrnu*4ssued BFE) or Zone AO. G3. The following ihtom allon (Items G4G9) Is provided fox communityfloodplain management purposes. G7. This permit has been issued for: a New Conshdon Substantial In povement C8. Elevation d as-buuiit lowest floor (including basement) d theit l ftIs: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ft ( m) Datum: — Datum: Form 81-31, January 2003 Replaces all PLAT OF SURVEY DESCRIPTION (AS FURNISHED) LOT 58, 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 CLYDESDALE CIRCLETHEREQUIREMENTSSETFORTHINTHE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "A" 50' RIGHT OF WAY N8917 34 W 3O9_85i PC 183,75' im 125.90' CENTERLINE OF-/ 75.00' RIGHT -Or -WAY °JI ? 4Z.QO'l 7' zA "1 WALK IS 1.3' OFF 3' I-- -- ----- WALK IS 1.3' OFF to C M LOT 57 COVERERENIRANCE TWO STORY CONCRETE BLOCK OD8WOFRAME RESIDENCE4FINISH FLOOR ELEVATONe30. 38 CI DO 1" -40' Ui GRAPHIC SCALE M O 20 40 217 CLYDESDALE CIRCLE 59 LOT7 W LO N C LOT 58 O Z AL IS z0`OFF N89'35'18"W 75. 00' TRACT " I" LANDSCAPE BUFFER 0 to N V d' O O 1n L IS OFF CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD, NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY, BUILDING SETBACK LINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE CENTERLINE U LB 06393 (03/09/04) SET/ FOUND ON 03-09-04. UNLESS OTHERWISE 4 RIGHT OF WAY LINE FNO 1/2" IRON ROD AND CAP SHOWN. EXISTING ELEVATION L8 05393 (03/09/04) 3. THE SURVEYOR HAS NOT ABSTRACTED THE CONCRETE CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN P M; PER PLAT MEASURED PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY LOCATED EXCEPT AS SHOWN. FND FOUND TYP TYPICAL C/ W CONCRETE WALK A/C AIR CONDITIONER 5. NOT VALID WITHOUT THE SIGNATURE AND THE Shy GP SIDEWALK CONCRETE PAD CBW CONCRETE BLOCK WALL RP RADIUS POINT ORIGINAL RAISED SEAL OF A FLORIDA LICENSED cs CCONCRETE SLAB CHORD LENGTH OHU OVERHEAD UTILITY LINE ID IDENTIFICATION SURVEYORANDMAPPER, PK PARKER KALON POL POINT ON LINE RRADIUSPCCPOINTOFCOMPOUNDCURVE POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 1 HEREBY CERTIFY, THAT THIS BOUNDARY NO1202940045EDATED4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NO'n THESUBJECTPROPERTYAPPEARSTOLIEINZONEX, CONTAINED HEREON MEETS THE APPLICABLE AREAOUTSIDE100YEARFLOODPLAIN. MINIMUM TECHNICAL STANDARDS" SET FORT ELEVATIONSSHOWNHEREONAREBASEDONSEMINOLECOUNTYFAililBYTHEFLORIDABOARDOFPROFESSIONALVERTICALCONTROLASFURNISHED, SURVEYORS AND MAPPERS IN CHAPTER BEARINGS SHOWN HEREON ARE BASED ON 61G17-6, FLORIDA ADMINISTRATIVE CODE THE EASTERLY LINE OF LOT 58 AS PURSUANT TO CHAPTER 472.027, FLORIDA BEING SOO'42'26"W PER PLAT, STATUTES. _ SCALE: 1" - 40 FEET APPROVED BY: SJ JOB N0, ASM42677 DRAWN BY; 32801 (407) 426-7979 JR. FOR ORM 60OA-2001 t FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Nay: 2879 4 Builder: DR HORTON Address: -7 C' SJykl- C c-k _ Permitting Office: City, State: ':;"V Fc, i", 3 ` 7 Permit Number: Owner: 2), i;;-, . V t.3 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: 60.0 kBtu/hr3. Number of units, if multi -family 1 _ SEER: 12.05 r 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 2872 ft= c. N/A 7. Glass area &type a. Clear - single pane 319.0 ft' _ 13. Heating systems b, Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.25 d. Tint/other SHGC - double pane 0.0 ftl b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft' c. N/A 14. Hot water system 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 876.0 W _ EF: 0.86b. Frame, Wood, Exterior R=11.0, 785.0 ft' _ b. N/A a c. Frame, Wood, Adjacent R=11.0, 622.0 ft= d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Coiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft3 _ 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. Rot: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 Total base points: 38807 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: o3 0Z t hereby certify that this building, as designed, is in compliance with the Flo id Energy ode. OWNER/AGENT-AD DATE: A 0 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: P'A7 .._ WED DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.76 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4,0 7.5 10.0 53.47 0,72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27,96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15,0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WAIL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0,70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4Exterior1661,0 1,90 3155.9 Frame, Wood, Exterior 11.0 785,0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4BaseTotal: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2,40 43.2Exterior20.0 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 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 318 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1Raised460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 As -Built Total: 633.0 a4656.1 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FlaRES,2001 FLRCSB v3.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:.. , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 600A.2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORMS 600A.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 Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661,0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2,00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.E Base Total: 2293.0 4441.6 As -Built Total: 2203.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2Exterior20.0 5.10 102.0 Exterior Wood 20.'0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: S8.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points UnderAttic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2Raised460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total. 420.7 As -Built Total: 633.0 412.8 EnergyGaugeO DCA Form 600A-2001 EnergyGaugeWFIaRES-2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details AUUKE55:... PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System .X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTM' DCA Form 600A.2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points P3683 4868 10256 38807 18544 4898 10495 33937 PASS EnergyGauge*" DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FIRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home, I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC -double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Rot: Unc. AH: interior b. N/A New 12. Cooling systems Single family a. Central Unit 4 b. N/A No 2872 ft' c. N/A 319.0 ft' 13. Heating systems 0.0 ft' a. Electric Heat Pump 0.0 ft' a 0.0 ft' b. N/A R=5.0, 173.0(p) ft c. N/A R=11.0, 460.OfV 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft' R=11.0, 785.0 ft' b. N/A R=11.0, 622.0 ft' c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 fe 15. HVAC credits CF-Ceiling fan, CV -Gross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For BuildingConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: f ' .(.._ Date: 6 9 all Address of New Home: al -F l = Oe. City/FL Zip: '-3F-- E 6PL 3 7 Cap: 60.0 kBtu/hr _ SEER: 12.05 Cap: 60.0 kBtu/hr _ HSPF: 8.25 Cap: 50.0 gallons _ EF: 0.86 PT, _ NOTE. The home's estimated energy performance score is only available through the FLARES computer program. ThisisnotaBuildingEnergyRating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStarr"designation), your home may qualify forenergy efflciency 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) FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKI IST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE' CHECK Exterior Windows &Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft, window areab ,5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, •weatherstrip or seal between: windows/doors & frames, surrounding wail; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between wails and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier is Installed that extends from and is sealed to the foundation to the too plate. Floors 606,1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous Infiltration barrier -Is installed that Is sealed to the erimeter, netrations and seams. Callings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is Installed that is sealed at the Perimeter, at Penetrations and seams, Recessed Ughting 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•st Houses 606,1.ABC.1,2.5 Air barrier on perimeter of floor cavitv between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. BA 22 t)TMFR 0R9:CT_0I0TIVC Mcec110e0 i.,..._. L.—'--& __ COMPONENTS SECTION w.v — - V. V^WWVMVM V all I vaiuvrRM4. RE UIREMENTS CHECKWaterHeaters612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be Provided, External or built-in heat trap reguired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons Der minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics; R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system, Insulation 604.1, 602.1 Ceilings -Min. R-19. Common wails -Frame R-11 or CBS R-3 both sides. Common tailing & floors R-11, EnergyGaugeTM' DCA Form 600A-2001 EnergyGaugeVFIaRES'2001 FLRCSB v3.2 t RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3.97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) $31-2665 For: DR HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 °F DesignTD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design, heat load 40970 Btuh Infiltration Method Construction quality Fireplaces Area (f?) Volume (fe) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 22976 22976 269 0.43 Heating, Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load .Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg, data n Rate/swing multiplier 0.98 Total sens, equip, load 36316 Btuh Latent. Cooling, Equipment Load Zlzing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip, load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 40600 BtuhLatentcooling17400Btuh Total cooling 58000 Btuh Actual cooling fan 1933 drnCoolingairflowfactor0.054 cfm/Btuh Load sensible heat ratio 82 SOW(alic v*l9W have been manually ovwffdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghirsc>fit RlphtSWte Residential^- 5.0.54 RSR2G015 2002-Feb-a 13:29:06E:tFileeW lwrtcx+2879\2699REVD,rs Pape 1 RIGHT-J CALCULATION PROCEDURES: A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10.3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) $31-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 °F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 - 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff, x 153 cfm = 4526 Btuh rroceaure v - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 BtuhSensibleloadforstructure (Line 19) + 35571 BtuhSumofventilationandstructureloads = 37066 BtuhRatingandtemperatureswingmultiplierx Equipment sizing load 0.98 sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 BtuhInternalloads = 230 Btuh x 5 people + 1150 BtuhInfiltrationloadfromProcedureC + 4526 BtuhEquipmentsizingload - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldnallc values have been manually ovwddden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RIQht-Suite RuMerdielr" 5.0.84 RSR=15 2002-Feb-2813.29:06 Pape 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R lob, 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32748.8208 Phone: (407) 831-26" W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N HDYRLAWRAHLGCRRGTAAWLZEMDGZLOXYTMRR LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1, 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0answbcn0n11901.0 1.0 1.0 5.0 76.4 60.0 7.6 yvirig 'titS©'Fft RV t-sups Resk*WaITM 5.0.84 RSR28015 2002-Feb-2813:29:06E:TIIes\drhort0M287M79REV0.r*r Paps 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 m ti Wn htSC:)'t RW I5ubs RM4dw - 8.0.84 R$R28016 2002-Feb-2818:29:08E:\FUeeWft to=M8nRM.w Paps 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone; (407) 831-2665 Job: 2879 MODEL REVISED 10.3a97 NW1VUAL Ji.'701 Eft. 1 Name of room Entire House LN/DIN/FOY LAUNDRY RM WIC2Lengthofexposedwall314.5 It 61.5 ft 11,0 ft 19.0 ft3 4 Room dimensions Ceiings Condit. Option 8.0 ftj heat/cool d 20.0 x 21.0 ft 8.0 ft heat/cool 15.0 x 6.0 ft 8.0 ftl heat/cool 13.0 x 11.0 ft 8.0 ft heaU000l TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg Htg Clg fta) Htg I Cig Htg Cig ft') Htg Clg 5 Gross a 14B 4.6 21 1028 284 a». a 0 aa, Na 88Exposedb12C2.9 1.9 1000 NN NN 64 f, aN+ 0 Na. 0wailsandc13C3.2 1.2 552 N. 144 a 88 N aN. 64 faN N partitions d 0.0 0,0 0 r«a 0 a... aa+ 0 Na. a 0e0.0 0.0 0 NN NN 0 aaN rNa 0 NN aNf 0 fa» NN f 0.0 0.0 0 NN f+fa 0 NN N, 0 aNf aN 0 Na Naa 6 Windows and a 1C 37.0 264 9757 71 2824 a• 0 0 0 0 N.. glass doors b 8C 37.0 53 1959 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0e f 0.0 0.0 0 0 0 0 1 0 0 0 0 0 p 0 0 0 0 0 0 7 Windows and North 27,6 9 261 0 0 0 af.f 0 p 0plansdoorsNE/NW 51.4 88 4525 48 2259 0 N• 0 0 0CoolingENV0.0 0 0 0 0 0 0 0 0SE/SW 54.3 220 11927 23 1090 0 0 0 0South0.0 0 0 0 0 0 0 0 0Horz0.0 0 0 0 0 0 0 0 1 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 265 18 340 229 0 0 0b0.0 0.0 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 2.1 862 3972 1775 229 1055 472 0 0 0 68 406 181exposedb12C2.9 1.9 80 2445 1650 48 138 93 0 0 0 0 0 0wallsandc13C3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 o 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 2134 3619 4750 420 712 936 0 0 0 0 0 0b 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 0 060.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 01 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0Note: room b 198 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0perimeter Is displ, c 19G d 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 forslab a 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 01 0 0 01 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 355 9454 30391 91 2424 779 18 479 154 0 0 0 13 Subtotal lmm6+8..+11+12 37246 8592 1184 856Leasodennalheating00NafNN0aaaaaa Less transfer 0 N 0 NN NN NN Naa 0 aaa14 15 Duct loss Total loss - 13+14 100% 3725 40970 10 OA Na FM NN 100% 118 10 OA 86 a 9451 1302 N» 942 Na. 16 Int. gains: People ® 300 5 1500 0 0 0 0 0Appl. Q 1200 2 1800 0 0 1 0 0 017SubtotRSHgain=7+8,.+12+16 32337 6062 10 85 H 256Lessexternalcooling0a.., a«. 0 a Less transfer N» a». 0 a« 0 aN. N 0 N. 0 18 19 Duct waing Total RSH gain=(17+18)•PLF 10 1.00 3234 35571 10 1.00 WS W57 10 1.00 0 107 10 0 26 20 Air required (cfm) 0 1933 0 362 NN 0 1172 84 1.00 af« 282 1 01 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed E:iFilesWrtgnon\28791287 wrsgh\2s9\287 tt Right -State RsaWenti TM 6A.64 RSRZE018 2002-F'eb-2813:29.009REVD.rsr Pago 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10.3.97 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 MANUAL J: IM ho. 1 Name of room SITTING RM MASTER BATH ' MASTER BEDRM MASTER HALL BATH2Lengthofexposedwall10.0 ft 11.0 ft 13.0 It 0.0 ft3Roomdimensions10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft4CalingsCondit. Option 8.0 I'll heat/cool 8.0 It hest/cool 8.0 I'll heat/cool 8.0 ft heat/cool TYPE OF GST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft) Htg Cig W) Htg I Cig n Htg Cig fN) Htg I Clg 5 Gross a 14B 4.6 2.1 80 88 r N.. 104 rraa ra« 0Exposedb12C2.9 1.9 0 r' r.+ 0 Mar rN. 0 arr iNa 0 aaaa aNr walls and c 13C 3.2 1.2 0 0 0 raaa N•a 0 aa.a a.N partitions d 0.0 0.0 0 rrra aNa 0 araa NN 0 aaN a«r 0 NN NN a 0.0 0.0 0 NN 0 rrr Na. 0 aaaa a«. 0 NN N« f 0.0 0.0 0 aa« m. 0 aaar aNr 0 N.a ra.. 0 NN 6 Windows and ` a IC 37.0 16 591 16 591 16 591 0 0glassdoorsb8C37.0 0 0 0 0 rar 0 0 r 0 0Heatingc9C38.7 0 0 0 0- 0 0 0 0 f 0,0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 rN. 0 0 0 0 0 0"' 0BelassdoorsNE/NW 51.4 0 rrar 0 0 0 0 0 0 0CoolingE/W 0.0 0 aa 0 0 0 0 a..a 0 0 0SE/SW 54,3 16 758 16 758 16 758 0 0South0.0 0 r" 0 0 0 0 0 0 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0a0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Not a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0exposedb1202.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0a0.0 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 Callings a 16D 1,7 2.2 0 0 0 0 0 0 0 0 0 0 0 0b 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 0a0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 01 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc19G1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl, d 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.8 8.6 18 426 137 16 426 137 18 428 y37 0 0 0 13 Subtotal loss=6+8..+11+12 1444 aa.a 1484 1426594 NN 0 araLessexternalheating00NNNN0NNN« ar Less transfer 0 0 NN Na. 0 NN r. 0 N14Ductloss10° 144 10 149 10 159 10 015Totalloss =13+14 r""" 1588 1643 1753 0 16 Int. gains: People 300 0 0 0 Na. 17 APW, a 1200 Subtot RSH gain=7+8.,+12+16 0 N 0 1027 0 r. 0 1044 0 N 1370 0 a... r.N 0 Less external cooling r 0 aaN NN 0 a..r a,,, a... 0 Lesstransfer NN 0 NN 0 NN 0 0 N r.N 0 18 19 Duct galn Total RSH gain=(17+18)•PLF 10 1.00 103 1130 10" 1.00' r«. 104 1148 10 1.00 a 138 10 raaa agar 0 0 20 Air required Wm) 0 61 0 62 rra 01 1514 82 1.00 p 0 0 Manual J V V"%a "` tSC),,ft RV*-Sulta ResidentW- 5.0.64 RSR28018AUUKE:1Flles\ditxton1287M76REvn_. 2002-Feb•28 13:26:08 Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10.3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"208 Phone: (407) 831-2585 0000 MANUAL J: 7111 Ed. 1 Name of room FAMILY RM KITCHEN ; BEORM 2 UP BATH RM2Lengthofexposedwall36.0 ft 12.0 ft 28.0 ft 11.0 ft3Roomdimensions17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft4CelingsCondit. Option 8.0 ftj heat/cool 8.0 ft heat/cool 8.0 ftl heaticool 8.0 ft heaticool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) EXPOSURE NO. Htg Clg ft Htg Clg fr) Htg Clg ft Htg Clg fe) Htg Clg 5 Gross a 148 4,6 2.1 288 N.. 96 N•. 0 N" 0 NN NN Exposed b 12C 2.9 1.9 64 0 NN 96 0 NN N walls and c 13C 3.2 1.2 0 0 128 88 NNpartitionsd0.0 O.0 0 0 NN NN 0 N 0 NN a 0.0 0,0 0 NN 0 0 N». 0 NN NN f 0.0 0.0 0 0 NN N». 0 Nw. 0 NN NN 6 Windows and a 1C 37.0 0 0 N» 10 370 15 554 0 0glassdoorsb8C37.0 53 1959 0 0 0 0 0 0Heatingc9038.7 0 0 0 0- 0 0 0 0•"»» d 0.0 0 0 0 0 0 0- 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 N" 0 0 0 0 0 0 0glassdoorsNE/NW 51 A 0 N"" 0 10 394 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0 0 1 •••• SE/SW 54.3 53 2512 0 0 15 711 0 0South0.0 0 0 0 0 0 0 0 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 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 2.1 235 1083 484 86 396 177 0 0 0 0 0 0exposedb12C2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0wallsandc13C3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 09 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 00.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318b 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 d 0.0 0.0 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 00.0 0.0 0 0 0 0 0 01 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0Note: room b 198 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeter Is displ. c 19G d 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 12 Infiltration a 1 26.61 8.6 53 1411 4541 10 2661 86 151 399 1281 0 01 0 13 Subtotal loss=6,+,.8..+11+12 5858 N 1536 N« 1918 N NN 520 NNLessexternalheating0N• NN 0 N. NNLesstransferNN0NNN» 0 N» N" 0 O 14 15 Duct loss Total loss 13+14 10 568 6223 NN 10. N" 154 NN 10° 190 10 0 521689NN210872 16 Ink gains: People 0 300 4 1200 0 0 0 NN 0 17 Appl. ® 1200 Subtot RSH gain=7+8.,+12+16 0 NN 0 5493 1 1200 0 0 0 0 0 Less external cooling 0 2311 N. 1574 421 Lose transfer N»• 0 N. 0 0 N»» NN 0 NN NM N 0 18 19 Duct inggaa Total RSH gain=(17+18)"PLF 100 1.00 649 6043 10 , 1.00 N.. 231 109 O 157 10 ° 0 42 20 Air required (cfm) 0 328 0 2542 1.00 115 1.00 44263138094025 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Oftwrygh C.s 19t Rig*Sults Rgidsnli - 5.0.64 RSR28015 FE:\FIIesW2o02-eb-2819 29:08 thortont28792879REVD.rsr Page 3 J RIGHT-J WORKSHEET Entire Mouse DEL AIR HEATING,AIR CONDITIONINGA Job:2879 MODEL REVISED 10.3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) $31-2666 MANUAL J: 7th Ed. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 32Lengthofexposedwall59.0 ft 15.0 ft 28.0 ft3Roomdimensions25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft4CeilingsConditOption8.0 I'll heaUcool 8.0 ft heat/cool 8.0 ftl heatt000l TYPE OF CS HTM Area Load (Btuh) Area Load (8tuh) Area Load (Btuh) AreaEXPOSURENO, Htg CIO ft) Htg CIO ft Htg CIO 1') Htg CIO Htg CIO 5 Gross a 14B 4.6 2.1 0 0 0Exposedb12C2.9 1.9 432 120 GGYwallsandc13C3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 7 Windows and North 27A 8 222 2 39 0 0glassdoorsNE/NW 51.4 30 1872 0 0 0 0CodingE[W 0.0 0 0 0•„• 0 0 0SE/SW 54.3 52 4006 13 621 15 711South0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.1 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 0 0 0 0 0 0 0 0 0exposedb12C2.9 1.9 342 985 665 105 302 204 209 602 406wellsandc13C3.2 12 40 126 47 0 0 0 0 0 0 partitions d 0.0 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 Collings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427b0.0 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 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 11 Floors a 228 13.1 0.0 59 774 0 0 0 0 0 0 0Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0perimeterc19G1.1 0.0 0 0 0 0 0 0 0 0 0Isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 V 0 0floor*) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.61 8.6 90 2397 7701 15 3991 128 151 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881Lessexternalheating000Lesstransfer00014Ductloss10906109A161109A188 I15Totalloss = 13+14 9968 1662 2070 16 Int gains: People (i 300 0 0 0 0 0 0 17 Aepopl, 1200 Subtot RSH gain=?+8..+112+16 0 8718 0 0 1326 0 0 Leas external cooling 0 0 1673 Less transfer 0 0 0 018 19 Duct gain Total FISH gain=(17+18)•PLF 10 1.00 872 9590 10 1.00 133 1459 10 1.00 167 184020Airrequired (cfm) Of 521 0 79 01 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed vv"Q hvS%.;P t Rlght.8ulte Residential "15.0.64 RSR26016 2002-Feb 2818:29:08E:1FUoskirhorwnt267912b76REVD.rsr Pape 4 it BUILDER: PLAN LOT SUBDIVISIO1 DATE: DRAWN BY: D R HORTON 2879 8/29/97 DOH 85 Esr<i Z 8 DW TE BY Ha4hq, Air Ca-Ab imq & Refrgeratw,lm, 7 MH k 109 Cm w o *mt 5jke Ila Lake Mann FI, 2746.6206 F' m: 407.6V-260 I t MiTek° October 2, 2003 MiTek, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5334 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4544572thru I4544594. Total: 23 drawings. Job :DR2879E ,&, - C_ Builder :D.R. HORTON Location :STANDARD MODEL 2879, ELEVATION E (nx- County : SEMINOLE Truss -Engineer :Junaidie Budiman, PE # 45161. Adds, :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: Budiman, PE 1) 23 Truss drawing. 2) Truss Index. October 2, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use ofthis component for any particular building is the responsibility ofbuilding designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879E Trusses Included=23 0,"\DR2879E\a,tre" 14544572 1,"\DR2879E\a11atre" 14544573 2,"\DR2879E\a7a.tre" 14544574 3,"\DR2879E\a9a.tre" 14544575 4,"\DR2879E\agAre" 145"576 5," \DR2879E\cl Are" 14544577 6;"\DR2879E\cg.tre" 14544578 7,"\DR2879E\cg2,tre" 14544579 8,"1DR2879Ek gab,tre" 1 45"580 9,-0R2879E\csAre" 14544581 10,'1DR2879EWg,tre" 14544582 11,"\DR2879E\j.tre" 14544583 12,"\DR2879E\j1 Are" 14544584 13," \DR2879E43,tre" 14544585 14,VR2879E1k.tre" 14544586 15,'1DR2879E\k1.W 14544587 16,"\DR2879E\I.tre" 14544588 17,"\DR2879E\11 Are" 14544589 18," \DR2879E\mAre" 14544590 19,"\DR2879E\m1.tre" 14544591 20,"\DR2879E\s,tre" 14544592 21," \DR2879E\s1.tre" 1 4544593 22,"\DR2879E\s3.tre" 14544594 r r s t : NO, 45161 = ,k o STATIEOF ORt TRIP March 3, 2003 A wA& mvo - Yerft destyn parameter: and BaAD Noras ONTms AND Rammm swz,BJ nova use. onmmmomimi (ID Design valid for use only with MRok connectott. This design Is bated only upon parameters shown, and Is for an kndtvlduol buNding component to be Installed and loaded Vertically. AppNaablilly of design parameter and proper Incorporation of component Is responslblNty of building designer - not trust designer. tracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability dutkng condtuction Is true iesponslbNlty of the erectct,.AddRlonal permanent bilscing of the overall structure Is the responsNbNNy of the building designer. For general guidance regarding tobilcation, quality control, storage, deilwry, erection and bracing, cornull CST-68 Quality Standard, DSI.89 tracing Specification, and HIN•91 M iTek® Handling WaNlMs and Iraclnm pRecommendationavailablefioTrussPiste institute, 583 D'Onotilo Drlve, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property YS securely seat J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachcac3other. o WEBS . J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 h C joint and embed fully. Avoid knots and wane plates/a" from outside edge of c o_ a y at joint locations. truss and vertical web. 4, Unless otherwise noted, locate chards livesp o at r14 panel length(' b" from adjacent joint.) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nast Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e unless otherwise noted. SBCCI 87206, 8b217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional 1 1NIi `Teke engineer. _ OD 15. Care should be exercised in handling, Z&L"® PANEL TM CUP erection and installation of trusses, 1"3 Mitek Holdings, Inc. FORM018,019 fYMO-AIN 0 Job Iruse Truss Type ty y 14544572 DR2879E A ROOF TRUSS 20 1 Job Reference to tional) ACCU- - sFebr e Industries, nc. u Feb 27 13:03:b7age 6-0-12 11-7-0 17-1-4 23-2-0 1-0-0 6.0-12 544 5.63 6-0-12 Scale m 1:41.3 4x6 4 6.00 12 20 \\ 2x4 3 5 e 2 I 3x4 = a 7 30 3x4 = 5x6 = 7-10-13 15-3.3 23-2-0 7.10.13 7-4-5 7-10.13 Plate Offsets i17:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 SCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.7-6 oc purlins. SOT CHORD 2 X 4`SYP No.2D SOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 2 X 4 SYP (No.3 REACTIONS (lb/size) 6 =1075/0-3.0, 2=1166/0-4-0 Max Harz 2=1670oad case 4) Max 1 ift6=-481(load case 5), 2--5600oad case 4) FORCES fib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-I693, 3-4=-1469, 4-5=-1473, 5-6=-1699 BOT CHORD 2-8 =1502, 7-8 =1031, 6-7 =1508 WEBS 3-8--351, 4-8'=529, 4-7=536, 5-7=-357 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 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 481 lb uplift at joint 6 and 560 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 OweRMNO - Very dieafyn pwintsm mere wW R&W tMr66 ON TW8 AND tt6VZRBC SM BEFORE USX. ame Design valid lot use only with MRek conneotort. This design Is bated only upon parameters sli and is for an Individual building component to be installed and boded verll-.oW. AppPaabPesign Ryofdpaiamelenand ptopet Inootpoiatlon of component is tesponsli of building deslgnei - not huts El designee. BracingshownistotbtetalsupportofIndividualwebmembertonly. Additional temporary bracing to Insure stability dutkng consituctbn Is the retponsiblilty of the ereerector. Additional permanentbtl3cinit R+eer. g of toverall shuctum isthetesponstyofthebuildingdesign. Pot genial guidance regarding lobrlcation, quality confiol. ttoidge, delivery, etectbn and bracing, consull QST48 Quality Standard, DSP•89 SrackV SpeaMbatlon, and HIS-91 MiTek® Handling Installing and Pacing Recommendation availablehomTrussPlateInstitute, 583D'Onohb DtNe, Madison, WI53719. Symbols Numbering System AGeneral Safety [dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,4 Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/6 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachaQ other. 0 WEBS J5 o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate' 0 2 h 3 Q joint and embed fully. Avoid knots and wane plaplates I/e" from outside edge of V o a _ at joint locations. truss and vertical web, a o 4, Unless otherwise noted, locate chord splices at I/4 length(+ &' fromceC, panel 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-NaN Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. pacified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional 1Yi 1ek engineer. - 15. Care should be exercised In handling, TU PANEL CLIP erection and installation of trusses. 01 "3 Mitek Holdings, Inc. FORM018, 014-NAiL y MYaRf: Job I russ truss type ty y 14544573 DR2879E A11A ROOF TRUSS 1 1 Job Reference (o tionaU Tru . sFebe Industries, nc. u Feb Z7 13:03:57age 1-0 DI 5.9.4 11.0-0 1 12.2-017-4-12 23-2-0 l1. 0-0 5-9-4 5-2-12 1-2-0 5.2-12 5_" Scale = 1:45.9 4xe 4z6 = 4 5 6. 00 12 3x4"- 3x4 3 6 7 2 1 3x4 = 11 10 9 9 3x4 = 2x4 11 3x4 = 5xe = 2x4 11 5. 9.4 , If-" 17-4-12.. 23-2-0 112-2-0.1 i 5-" 5.2-12 1-2-0 5.2-12 5.94 ate Offsets MT, LOADING LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP 11o.3 REACTIONS ( Ib/size) 7 -1071 /0-4-0, 2=1167/0-4-0 Max Horz 2 =161(load case 4) Max Uplift7=-474(load case 5). 2=-557(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 2-3-1919, 3-4= 1341, 4.5--1124, 5-6=-1342, 6-7--1933 SOT CHORD 2-11 =1624, 10-11 =1624, 9-10 =1124, 8-9 =1638, 7-8 =1638 WEBS 3-11 -132, 3-10--579, 4.10=336, 5-9-340, 6-9--595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FSC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 4& WARM11/0 - VtrW desfStrs parameters and READ ATOTJSB ON THM AND R6V1:R C SM BEPOM UM. is srs rs Design valid for use only with MRek connectors. This design is based only upon parameter drown, and is tot an Individual building component to be Instased and loaded vertically. Applicability of design parameters and proper Incorporatlon of component is retponsibaty of building designer - not Ima designer. Bracing shown is for lateral Support of Individual web members only. Additional temporary bracing to Insure stability durIng construction is the msponslbNity of the erectot, Additional petmonant bracing of the overall shuctute is the responsiblMy of the building deslgnet. For general guidance regarding tobticotlon, quality control, storage, doWstiv, etecllon and bracing, consulf OST•aa Quality Standard, DIS•ao Braeft Speallloatton, and HIS-91 MiTek® HandlingIndalllnpandlimingRecommendationavailablefromTrussPlateInstitute, $83 D'Onofrlo Drlve, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating 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 continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS u ca WEBS J5 ky 3 O a s+ti 0 a c C? CA o BOTTOM CHORDS Jt 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, 93M13-N, 910080-N MITek" LE PANfL TM CLtPGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at / 4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, sue 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 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. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 Job Truss russ ype ty y 14544574 DR2879E A7A ROOF TRUSS 1 1 Job Reference (0 tionaq s e t o Industries, nc. u Feb 27 13:03:5Bage 3-9•i + 7-0-0 I 11-7-0 16-2-0 19-4-12 23-2-0 1.041 3-9-4 3-2-12 4-7-0 4-7.0 3-2-12 3-9.4 Scale = 1:40.8 5x8 = 2x4 11 5x8 4 5 6 6.00 F12 2x4 2x4 i 3 7 A 8 2 PI "ZZI I ax8 = 11 10 9 axe = 3x4 = 7x8 = Sx4 7-0.0 11-7-0 16-2-0 23.2-0 7.0.0 4-7-0 4-7-0 7-0-0 Plate Offsets - : -81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.17 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.23 10 > 999 SCLL- 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 140 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-10 oc purlins. 4-6 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. BOT CHORD 2 X 6 SYP'$S WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8-2140/0-4-0, 2 = 2231 /0-4.0 Max Horz 2=119(load case 4) Max UpliftB=-11320oad case 5), 2=-1211(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2-19, 2-3=-4270, 3.4--4038, 4-5--4301, 5-6=-43011 6-7--4038, 7-8=-4270 BOT CHORD" 2-11 =3802, 10-11=3662, 9-10=3662, 8-9-3802 WEBS 3-11 --197, 4-11 =853, 4.10=797, 5-10=-769, 6-10=797, 6-9=853, 7-9=-197 NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable and 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 1132 lb uplift at joint 8 and 1211 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 399.41b up at 16-2-0, and 603.2lb down and 399.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11 =-20.0, 9-11=-41.7, 8-9--20.0 Concentrated Loads 11b) Vert: 11--603.2 9=-603.2 Junaidie Budiman, Lic. #4611 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. #6634 Ver(jy design paranssters and READ NOrNS ON THIS AND REVERSE SMS 88"RE tM& rsarsr. WARN/NO Design valid for use only with Mftek connectors. This design is based only upon parameters shown, and is far an Individual building component to be Installed and loaded vetloally. AppBooblMty of design parameters and proper Incorporation of component is responslbillfy of building designer - not puss designer. bracing shown is for lateral support of individual web members only. Add9lonal temporary bracing to Insure stablilly duiing construction is the responslbUlty at the erector. Additional permanent brbclng of the overall shuctute is the respon"y of the building designer. For general guidance regording fabrication, quailly control, storage, deBvery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing SpecBloation, and HIB-91 MiTek® Handling RutaBlnpand Bracing Recommendation available from TrussPlate Institute, 683 D'Onohlo Drlvs, Madison. WI63719. Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Prope" 10, 13A *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, 1/8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each14c2c3 other. o WEBS J5 a:3. Place plates on each face of truss at each 4 x 2 orientation, locateFor i , ; joint and embed fully. Avoid knots and wane plates'/a"from outside edge of o a at joint locations.. truss and vertical web. a o 4. Unless otherwise noted, locate chords InesPIat /4 panel length(* 6" from adjacent joint.) ce BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mffek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel rodeg specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA 1CB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ff, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCC{ 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a MR 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, OD - MiTek 15. Care should be exercised in handling, rM CUPEL erection and installation of trusses. 01 " 3 Mitek Holdings, Inc. FORM018, 019 GYJH6-IUAIL (D MYMMA/RO ff job I russ I ruse I ype ty y1'bR2879E 14544575 A9A ROOF TRUSS 1 1 Job Reference (o tion s e r eindustries, nc. ual)Feb: age 10-0# 4-" 9-" 14-2.0 18-4-12 23-2-0 1.0-0 4-9.4 4-2-12 5.2-0 4-2-12 44" Scale = 1A1.1 4x8 = 4x8 = 4 5 6.00 F1 2 2x4 -ZZ 2x4 i 3 6 d 4 7 2- LLLII 3x4 = 9 8 30 = US = 5x8 = 9.0-0 14-2-0 23-2-0 9.0-0 5-2-0 9-0-0 ate Offsets - ,- - -` - -.. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 VertiLL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert1TU -0.19 7-8 >999 BOLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-9-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP Wo.3 REACTIONS (lb/size) 7-1073/0-4-0, 2-1164/0-4-0 Max Horz 2-13811oad case 4) Max Upt1ft7=-454(load case 5). 2=-5330oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD- 1-2=17, 2-3=-1756, 3.4=-1422, 4-5=-1280, 5.6--1422, 6-7=-1756 BOT CHORD 2-9 -1553, 8-9 -1280, 7-8 =1553 WEBS '- 3-9 = -318, 4.9 = 284, 5-9 --0, 5-8 = 284, 6-8 =-318 NOTES 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 7 and 533 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 10 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNG - Vsrj fj/ da*Wn parumetsrs and R6AL11VOTEH ON TRW AND JWVERS6 8Tl1JI: BEFORE V=- Design valid for use only with Mrrek corinectots. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. ApplloobSSy of design parameter and proper Incotporatlon of component Is tesponsibltty of building designer - not truss designer. Siccing shown It for loleral support of Individual web members only. Additional temporory bracing to Insure slabWty duwing constwctbn Is the tesponsibtlly of the erector. Additional permanent btbcktg of the overall structure Is the responsibility of the building designer. For general guidance tegaiding lobilcatbn, quality sordid, storage, delivery, erection and brocing, consu8 CST-Sa Quality Standard. DSS•89 Bracing Specification, and NIS-91 M iTek Handling InSt Mft and Sracklg Reoommendatlon available horn Truss Piste institute. 593 D'Onohb Drive. Madison, Wi 63719. 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. Q"' 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. Fof tabular plating format reter to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a c3 WEBS J5 Cr O o Cr O a O a u c cb O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek" PANEL TN CUP FORM8.019 OfMRO-W (1) 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 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. t Job Iruss Truss Type ty y 14544576 bR2679E AG HOWE 1 1 FFebMiTek Job Reference (o tional) s Industries, r1Q. u... e.. 27 13:04:00age 1 0 0 54.4 9-10-0 14-3-12 1941-0 20.8.0 1.0.0 544 4-5-12 4.5.12 5.4-4 1-0-0 Scale = 1:38.7 4x8 4 20 11 2x4 11 6.00 12 3x4 i 3x4 2x4 II 3 5 2x4 it II I 27 28 2 II x II s 25 II 7 I 25 2x4 II to 2x4 II 2x4 II 9 2x4 II a 2x4 II 263x4 = 3x4 2M 11 7x8 = 2x4 11 2x4 11 544 9.10-0 14312 19-MIi 544 4-5-12 4b12 544 Plate Offsets t - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 9 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.06 9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. SOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP Wo.3 OTHERS 2 X 4`SYP -No.3 REACTIONS (lb/size) 2 = 893/0-4-0, 6 = 893/0-4-0 Max Harz 2=139(load case 4) Max UpIIft2=-4190oad case 4), 6=-419(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD1-2-39, 2-27=-1359, 3.27=-1277, 3-4--932, 4-5=-932, 5-28=-1277, 6-28=-1358, 6-7=39 BOT CHORD 2-25 -1138, 10-25 -1138, 9-10 -1138, 8-9 =1138, 8-26 -1138, 6-26 -1138 WEBS 3-10 = 99, 4-9 = 508, 5-8 = 99, 3-9 = -420, 5-9 = -420 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FSC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS<gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 3 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2.0.0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 419 lb uplift at joint 6. 6) Girder carries hip end with 2.0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.41b up at 17-8-0, and 15.71b down and 10.41b up at 2.0.0on bottom chord. Design for unspecified connectionls) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 2-25--20.0, 25-26=-16.7, 6-26=-20.0, 1-27=-74.0, 4-27=-61.7, 4-28=-61.7, 7-28=-74.0 Concentrated Loads (Ib) Vert: 25=-15.7 26=-15.7 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.# 6634 wAR mya - Ver* design parameters and READ N0T1SS ON THIS A= RCVaRS6 swx 9ar01i6 wa. Design valid lot use only with Mliek connectcxs. This design Is based ony upon pdrametets shown, and R for an Indlvlduol building component to be Installed and kwdsd vertically. Applicability, of design potameters and proper Incotporation of component Is rssponslbWty of building designer - not hues designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability duting condruclion Is the tesponsiblay of the sreotor.. Additional permanent bihoing of the overall shucture Is the tesponslbWty of the building designer. For getwal guidance regarding iobrioaWn, quality control, storage, delivery, erection and bracng, consull GST-08 Oualliy Standard. DSI.89 tracing Specification, and H18.01 Hand" lnftllinp and Sraaing Recommendation avalable bom Dust Plots Institute, 593 D'Onohio DrNs, Madison, W l 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Propeftj/ 11144 * Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP cHaRos 2. Cut members to bear tightly against each other. WEBSMC7C6 3. Place plates on each face of truss at each For 4 x 2 orientation,. locate oa 0 h ¢ joint and embed fully. Avoid knots and wane plates from outside edge of o a at joint locations. dtrussand vertical web. o a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from paneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WiSC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. - 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses. 01993 Mitek HoidinSs, Inc. Foanwie, oiv one--nw ® MYDRD,A/A0 k r Job ruse Truss Type ty y 14544577 bR2879E C1 ROOF TRUSS 24 1 Job Reference (o tiona11 eFebi e industries, nc. u Feb 21 1 J:04:01age 1 0 0 5 913 11-2-2 1e-10-0 1-0-0 5-9-13 5.4-0 5.7-14 3x4= Scale: 1/4'=T5xeiwAvedge 5 1 6.00 12 2x4 11 4 5xe 3 8 2x4 11 7 5X8 3.00 F,2 2 e 1 zx4 I I 3x4 I 5.9-13 11-2-2 18.10-0 5-9-13 5.4-6 5.7.14 Plate Offsets - - , - = @ .17:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in hoc) 1/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Coda FBC2001 1 st LC LL Min I/deft = 360 Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 4-3-5 oc puriins, except end verticals. SOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No•3 WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Harz 2=602(load case 4) Max Uplift 5=-549(load case 4), 2=-3440oad case 4) FORCES (Ib) - First Load Case OnlyTOPCHORD_ 1-2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55 SOT CHORD 2.8 =1738, 7-8 =1732, 6-7 =0 WEBS 3-8=110, 3-7--749, 4-7=-397, 5-7=1346 NOTES 1) Wind: ASCE 7-98 per FSC2001; 120mph; h=25ft; TCDL=4.2psf; BCDLa5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek fndusties, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cen.#6634 QWAWWM - VirW destyrs pwvametsrm andR&W lr 0=8 ONTHO AND R8V=S6 SIDE BWVRX V86. *® Design valid for use only with MOek connectors. This design is based only upon paramstsn shown, and is tot an Individual building component to be Installed and boded vertically. Applicability of dtWgn poiametets and proper Incorpoiation of component is iesponsbillty of building deslgnei - not huss designer. Siccing thrown is tot btetal suppoil of individual web members only. Additional temporafy bracing to Insuts stability duiing condiuctbn is the responsibility of the stectot. Additional petmanent bfareIng of tin ovmoll shuctuis is the responsibility of the building designst. For gsnetal guidance tegaiding fabrication, quality conhol, Malaga. deWery, •teetbn and biaolng, consult CST•8a Guaafy, Standard, DSO.89 Bracing spsepieatlon, and HIB-91 MHandlinglnsta8hmTrlnaandStackVRecommendationavailableoussPlatsInstitute, $93 D'Onohb Dills. Madison, WI53719. iTek Symbols PLATE LOCATION AND ORIENTATION i/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of a0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JS J7 J6 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 0 at joint locations, a 4. Unless otherwise noted, locate chord splices o 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 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional 1MiTek engineer. 15. Care should be exercised in handling, PANEL TM CUP erection and installation of trusses, 01 "3 M tek Holdings, Inc. FORM016,019 r, V Job Truss Truss Type ty y 14544578 DR2879E CG HIP 1 1 Job Reference (o tiona1) sFebI e n umnes, nc. u Feb 27 113:04:02 2003 Page 1-0-0 3-" 8-5.15 13-10-1 19.4-0 20.4-0 11.0.0 3-0-0 5.5.15 54-3 5.5.15 1-0-0 Scale = 1:37.1 NOTE: CONNECT T.C. OF JACKS TO NOTE: BRACEDVERT, STUDS IN ACCORDANCEFLATTOPCHORDTOACTASLATERALBRACING. TO STANDARD GABLE END DETAIL. xe = II 2z4 1 2x4 5x10 = 11 II 2x4 Sxto 7x8 2x4 11 8.00 12 3 2x4 y I I 4 11 5 11 8 3x4 7 2 M d it Us = 12 11 10 9 a 2x4 11 Us = exl4 = 3M = 2x4 11 3.1.12 e-5.15 13-10-1 19-2-4 20-" , n 3.1.12 5-4-3 5.4-3 5-43 1-1-12 Plate sets LOADING (psf) SPACING 2-0-0 CSI DEFL in I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.21 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.27 I( Ioc) Vert(TL) -0.29 >820 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl60 Weight: 172 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except" TOP CHORD Sheathed or 3-10-11 oc purlins, except end verticals. Except: 3-4 2 X 6 SYP No.2ND, 4-6 2 X 6 SYP No.2ND BOT CHORD 2 X 6 SYP BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. ro.3WEBS2X4SYP *Except* 3-11 2 X 4 SYP No.2D, 4-10 2 X 4 SYP No.2D 6-10 2 X 4 SYP No.20 REACTIONS (lb/size) 2 =1156/0-8-0, 8=1035/0-3-0 Max Harz 2=120(load case 4) Max Uplift 2=-536(load case 3), 8=-531(load case 2) FORCES fib) - First Load Case OnlyTOPCHORD1-2=20, 2-3=-1966, 3.4=-3572, 4-5--3188, 5-6--3188, 6-7=-734, 7-8=-1025 BOT CHORD 2-12-1734, 11-12=1750, 10-11 =3572, 9-10=605, 8-9=0 WEBS 3-12=157, 6-9=-598, 4-11 =-356, 5-10=-454, 3-11 -1882, 4-10=-397, 6-10-2668, 7.9=956 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 536 lb uplift at joint 2 and 531 lb uplift at joint 8. 5) Girder carries hip end with 3-0-0 end setback 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1Od nails. 7) Special hanger(s) or connections) required to support concentrated loadls) 23.51b down and 15.61b up at 19-4-0, and 70.51b down and 46.71b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Van: 1-3=-74.0, 3-6--80.2, 6.7=-74.0, 2-12=-20.0, 9-12@-21.7, 8-9=-20.0 Concentrated Loads fib) Vert: 12=-70.5 9=-23.5 Junaidie Budiman, Lic.#451 I i1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNG - verJ& design parameters wW READ xarsS ON TKIS AND R6YERS6 SIDS SWOM V=- • Design valid for use only with MITek conrmotom Thisdesign Is based only upon parametea shown, and Is for an in lMduol building component to be Installed and bdp bodedvertically. Applicability of den parameters and proper Incorporation of component Is responslbgty of building deslgm" - not ttuss El desdgnei. Bracing shown k lot lotmal support of Individual web members only. Additlonal temporary broci ng to Insute stability duiing conaruction Is the responsdbliity of the wooloi.. Additional permanent 0sckng of the overall shuctute Is ill itlaid tosponsly ofthebuildingdesigner. For g•neiol guidance reoording fobticatlon, duality conhol, st fage, delivery, erection and btxing. consull OST-ae Quality Standard, DES-89 Bracing Specification, and HIS-91 MiTek® Handling IrWaitdngandMieleTIt"otnmanfr on available hornTrussPlateInstitute, 5S8 D'Onohb DIMe, Madison. W153719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rr 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MfTek/Gang-Nall Joint/Plate Placement Chart. 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. 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. M!Tekl* PANEL cuP FORM018,019 Cif-l tL HQRa,WAW(& ... 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. O IM M#ek Holdings, Inc. 4 t Job russ Truype ty y 14544679 R2879E CG2 RO01 TRUSS 1 1 Job Reference (o tional) s e I e n ust es, nc. u Feb 27 13:04:02age 5-9-13 I 11.2-2 1 16-10-0 1-0-0 6.9-13 5-" 5-7-14 Us i 3x4= Scale: 1/4"0' w/wedge 5 2x4 11 I 6.00 ,2 2X4 11 2x411 2X411 4 2x4 1I 11 5x6 -: r- II 2x4 11 3 6 2x4 11 2x4 11 2x4 11 I I2 2x4 I I2xa 117 5x8 3.00 12 2 2x4 11 6 1 2x4 11 20 11 3x4 1 5-9-13 11-2-2 16-10-05. 9-13 5.4-6 57-14 d g Plate offsets ; _ : - 3 ' ,. e ,[7:0-4-0,0-3-01 LOADING ( psi) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directlyapplied or 5-8-8 oc bracing. WEBS 2 X 4 SYP yypp.3 WEBS 1 Row at midpt 5-7 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/ size) 5 = 769/0-4-0, 2 = 872/0.8-0 Max Horz 2-6020oad case 4) Max Uplift 5 - -549(load case 4), 2--3440oad case 4) FORCES (Ib) - First Load Case Onlyy TOP CHORD 1-2=15, 2-3--1925. 3-4=-1044, 4-5=.1038, 5-6=55 BOT CHORD 2-8 =1738, 7-8=1732, 6-7 =0 WEBS 3- 8=110, 3-7=-749, 4-7=-397, 5.7=1346 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard GableEndDetail" 3) Gable studs spaced at 2.0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 71'Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE( S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 WARMM - Ves' W deetyn parameters mW READ NOTES ON TWS AND REVXMW MW OXFOW I =. Design valid for use only with MIIek connectors. this design k based only upon parameters shown, and k for an IndWidual building component to be Installed and Waded vertically. Applicability of design parameters and proper Incorporation of component It responsibility of building designer - not truss designer, Bracing shown k for lotwal support of hdNklual web members only. Additional temporary bracing to Insure s/ablilly during construction It the responsbitity of the ereclor; Additional permanent bibcing of the overall structure is the, responsbIMy of the building designer. For general guidance regarding fabrication, quality control. storage, delmry, erection and bracing, consuR 08148 Quality standard, DSI.89 hoeing Specification, and HIB-91 MiTek Handling WMaaBracingRecommendationandBracRecommendationavagablefromTrussPlateInstitute, 583 D'OnoW Dorm. Madison, WI63719. Symbols Numbering System AAGeneral Safety gates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 M 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a ; 0 joint and embed fully. Avoid knots and wane plates I /s" from outside edge of v 0 CL _ at joint locations. truss and vertical web. 10a o 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) CS BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MLTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA 1C13 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, 4e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 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 C ME erection and installation of trusses. 01 M M tek Holdings, Inc. FORM018,019 HMRO,AW (& 1 11 Job russ cuss Ype ty Y 14544580 bR2879E CGAB ROOF TRUSS 1 1 r Job Reference (p liana!) ACCU-SPAN-Tt 5000 sFebr e Industries, nc, u e age 1 5-10.8 i 11.2.8 + 16-10.0 140 5-10-8 5-0 5-7-8 2x4 11 scale = 1:53.8 11 2x4 11 to 2x4 II e 8.00 12 2x4 11 8 2x4 11 7 2x4 11 e 2x4 II 5 5x8 i 4 3 2 1 3x4 = 20 19 18 17 18 15 14 13 12 2x4 II 2x4 11 2x4 11 2x4 11 2x4 113x4 = 2x4 11 2x4 11 2x4 11 8-" 16.10.0 i 8.8-0 8-3.8 Plate Offsets : -: - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 >999 SCLL 0.0 Rep Stress Incr NO WB 0.14 HorzfTL) -0.00 20 n/a BCDL 10.0 Code FOC2001 Matrix) tat LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. SOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid coiling directly applied or 6-0.0 oc bracing. WEBS 2 X 4 SYP h1p.3 WEBS 1 Row at m(dpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 12-89/16-10-0, 2=210/16-10-0, 13 = 187/16-10-0, 14-183/16-10-0, 16=183/16-10-0, 17 = 188/16-10-0, 18=191/16-10-0, 19=173/16-10-0, 20=242116-10-0 Max Harz 2=5970oad Case 4) Max Uplift 12 --68(lood case 4), 13=-124(load case 4), 14--139(load case 4). 16=-134(load case 4), 17=-131(load case 4), 18--134(lood case 4), 19=-1260oad case 4, 20--165(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=37, 3-4=-39, 4-5=33, 5-6-32, 6-7=32, 7-8-32, 8-9-32, 9-10=24, 10-11 =-9, 10-12=-75 SOT CHORD 2.20=6, 19-20=-2, 18-19=-2, 17-18=-2, 16-17=-2, 15-16--2, 14-15-1, 13.14=1, 12-13=1 WEBS 9- 13=-146, 8-14=-150, 7-16=-148, 6-17--148, 5-18=-150, 4.19=-140, 3-20--184 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph If - 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partielly;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33, 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4 Gable studs spaced at 2.0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 12, 124 lb uplift at joint 13, 139 lb uplift at joint 14, 134 lb uplift at joint 16, 131 lb uplift at joint 17, 134 lb uplift at joint 18, 126 lb uplift at joint 19 and 166 lb uplift at joint 20. LOAD CASE( S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 QWARMNO - VerW deaiyn parameters and R&40 NOTS13 ON TRW AND REVZ1= WD6 BEFORX MO. Design valid lot use only with Mitek connectors. This design k based only upon parameters shown, and k for an Individual building component to be Installed and loaded vwfloaNy. Applicability of design parameten and proper incorporation of component k iesponsioltty of building designer - not hues designer. Bracing shown Is for lateral support of Individual web members only. Additional tammoty bracing to Insure stability during construction Is the rosponsibillty or the srectot. Additional permanent bt'bckng ofthe overot structure k the iesponsbtty of the building designer. For general guidance regarding fabrication, quality confrol, star*". delf"ry, woctlon and bracing, consull QST-88 Quality standard, Ds1.89 11raoing speemoation, and M1.91 MiTek® Handling krttatpraandbooingRecommendationavailablefromTrussPisteInstitute, 643 D'Onohb Drlve, Madison, wl 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly 1j/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - 0 h, 3jointZb and embed fully. Avoid knots and wane plates/a" from outside edge of o a at joint locations. truss and vertical web. n 4, Unless otherwise noted, locate chords iicesPoIca /a length(' 6"fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt JS 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 load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4011 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials.. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. - 15. Care should be exercised In handling, TM PANEL CLIPerection and installation of trusses. 1993 Mtek Holdings, Inc. FORM018, 074 t ® RMR0,4W0 i Job I russ Truss Type ty y UR2879E CS ROOF TRUSS 1 1 14544581 Job Reference (o tional) sFebr eIndustries, nc. u Feb 27 13:04:04age 5.9-11 11-2-0 14$0 1 1-0-0 5-9.11 5.4-5 341-0 06 11 Scale 1:34.8 4 4x10 5 8.00 12 2x4. 1 3 J II N 2x4 7 2 3x4 1 3.00 12 2x4 I I 8 3x4 2x4 _ 7-4-15 14.8-0 i 7-4-15 7.3-1 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LIJ 0.08 2-7 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 2.7 >999 SCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 8 n/a SCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 2 X 4 SYP No.3 4 REACTIONS (Ib/size) 2 = 775/0-8-0, 8 = 662/0-3-8 Max Horz 2=3400oad case 4) Max Uplift2=-3830oad case 4), 8=-3280oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-1736, 3-4=-1376, 4.5=76 SOT CHORD 2-7-1509, 6-7=619 WEBS 3-7=-357, 4-7-807, 6-8--662, 5-6=-78, 4-6=-701 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; It = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3 Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection fby others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 328 lb uplift at joint 8. LOAD CASE(S) Standard Junaide Budiman, Lic. #4511 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 tVARIVl;Nt3 - VerV# Beat" pammstrrx and READ ATOTES ON Tms AND REVERSE SMS BEFORE U616. ttttrsr r Design valid tot use only with MRek connectors. This design It based only upon parameters drown, and It for on Individual building component to be Installed and loaded vertically, AppWablltly of design parameters and proper incorporation of component Is tespondbMy of building designer - not truss deslgnel. Bracing shown It lot Metal support of Individual web members only. Addkbnol temporary bracing to Insure stabli during construction I the iesponsiblitly of the ereatol. Addltbnal permanent bitscing of the overall shucture Is the iesponslblMty of the building designer. For general guidance tegaiding tobiledtlon, quality conho6 stoiage, delivery, etectlon and bracing, consutl CST-68 Quality Standard, OSS-89 gracing Specification, and HIS-91 MiTekHandMohnRftandSlqroaIt"ontmendatlon available hamTruss Plot* Institute, 543 D'Onohb Di". Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1%•, 7 0 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. 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 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. 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, 85-76, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Vn,4 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko PANEL TM CLIP QD HYDRO,A/R 0 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 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. 01993 Mitek Holdings, Inc. Job Truss Truss Type ty 145445826R2879EFGROOFTRUSS12 r Job Reference 10 tiona1) AcCU-91MISI-Tt I, , sFebr e n ustries, nc. u Feb 27 13:04:05age 3-9.7 7-3.6 lass I 12-" 1 16-5.7 l 20-5.0 3-9-7 3.5.15 3-5.15 2.0.1 38-1 3-11.9 Scale = 134,3 20 II 3x4 = 7x8 = 3x10 = 3x4 = 3x4 = Us = 1 2 3 4 5 8 7 UJ 13 12 9 9 axe = 3x4 = 3x10 = 7x8 = 5x8 = 3x4 = 2x4 II I 3.9-7 7.3.8 10.9.0 10,9s 12-9-0 124" 16-5.7 20-5-0 3.9.7 3-5-15 3-5.10 0-0.5 1.11-11 0.0.6 3$1 3.11 9 Plate Offsets - - , LOADING (sf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.04 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.07 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Weft - 360 Weight: 271 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP N0.21) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP NP 3 *Except. 3-13 "2 X 4 SYPNo.21), 4-12 2 X 4 SYP No.21) REACTIONS ( lb/size) 14-49939/0-3-0, 8=3357/0-3-0, 10-4402/0-3-0, 11 =8072/0-4-1 (input: 0-3-0) Max Uplift 14=-1764(load case 2), 8=-1200(load case 2), 10--1567(load case 2), 11 =-2889(load case 2) FORCES ( Ib) - First Load Case Only TOP CHORD 1-14=-1842, 1-2-0, 2-3=-4244, 3.4=-3417, 4-5=2213, 5-6=1445, 6-7--2017, 7-8--3319 BOT CHORD 13-14-4244, 12-13-3417, 11.12=-2213, 10-11=-1445, 9.10=2017, 8-9=-0 WEBS 2.14=-5233, 2-13=-550, 3-13-1035, 3-12=-4159, 4-12-7041, 4-11 =-7013, 5-11 =-1264, 5-10--1869, 6- 10=-4257, 6-9=-1313, 7-9=2448 NOTES 1) 2-ply truss to be connected together with 10d 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 0-6.0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 041-0 oc. Webs connected as follows; 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 41 WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1764 lb uplift at joint 14, 1200 lb uplift at joint 8, 1567 lb uplift at joint 10 and 2889 lb uplift at joint 11. LOAD CASES) Standard 1) Regular: Lumber increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-7=-1012.0, 8-14--20.0 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.# 6634 WARNING - Ver{f jrdeeiytt paramsters and R&W NOTES ON IBIS AND REVERSE SM BXFORLr V=- t wrsars. Design valid for use only with MRek connectors, This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verllaally. AppMcabMMy of design parameter and proper Incorporation of component It iesponslblilty of bullding designer- esign- not truss El designer, Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the respohsibMMy ofthe erector. Additional permanent bNchg of the overoM re shuctuIs therespontibMMy of the building designer, For general guidance regarding fabrication, quality contiol. storage, delivery, «action and bracing, consull Q$haB Quality Standard, OSS-89 Bracing Specification, and HIM-91 Handling InsiaMlo lna and Bracing RecommendationavailablefromTruttPlateInstitute, 563 D'OnohDrive, Madlson. We 63719, MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13h *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fi11, J2 J3 J4 owner and all other interested parties.. e, TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. WEBS J5 3. Place plates on each face of truss at each ForFor 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates IA" from outside edge of 0 O a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at r/4 length(+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, f no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional RM1TR® e engineer. - 15. Care should be exercised in handling, TM 30 erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIPCL FORL4018,019 m [i-nuw' HYMi-AIAM K.:: ..... +11 Ir Job I russ Fuss ype ty y 14544583 DR2879E J ROOF TRUSS 6 1 Job Reference 10 tiona1) ACCU- SFeb1 9 Industries. etc. U Feb 27 13:04:05 2003 Page 1-0-0 7." 3 Scale = 1:20,5 e.00 12 2 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in hoc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LIJ n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 24 Ito 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 No2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) > 3-242/Mechanical, 2-418/0.4-0, 4=68/Mechanical Max Horz 2=248(load case 5) Max Uplift 3- 260(load case 5) 2=•137(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 - 34, 2-3 - 88 BOT CHORD 2-4-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5,Opsf; occupancy Category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL - 1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 I i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 j WaRMQ - lrerW elealyn pammottom astdMAD MOMS ONTMS WO Iest+llrR= =81 8"M I= ,••® Design valid tot use only with Mttek connector. This design Is based only upon patamstsn shown, and Is fa an Individual building component to be Installed and loaded vNtloolly. AppAcabNlly of design poramstets and propel Incotporatkxn of component A iesponslbllty of building dlrtlgner - not louts designer. Bracing shown M tot lateral iupport of Individual web members only. Additional temporary bracing to Insure $labWty duting construction Is the tesponsibllty of The eteclor,: Addltbnal permanent brbclrng of the ovetal shuctute k the responslbWty of the building designet. Pot general guidance regaiding fabricalkM, quality conkot storage, delivery. election and btackng, consul CST-Ia Quality Standard, DSI-69 Bracing Specification, and His-91 Handling kWaMna and SsaMcq Recommendation available Itorn Truss Plate Inst"ute, 6U D'Onoklo Dtive, Madison, WI63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION P/. *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 1/6' from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING V nA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS a a:WEBS o _ aMCYC6UO aO ace 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, 93M13-N, 910080-N Mffeko 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 14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, _ 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 T Job ruse Truss Type y y 145445846R2879EJ1ROOFTRUSS81 r Job Reference (optional) TH, S Feb 6 2003 MiTekIndustries, Inc, u e age 2x4 11 1-00 1 t 0 a I 1 0-0 1.6.0 Scale = 1:7.0 6.00 12 2 1 4 2x4 11 180 1-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl — 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-6-0 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=143/0.4-0.4=62/Mechanical Max Horz 2 - 84(load case 4) Max Uplift2=-900oad case 4), 4=-460oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-17, 2-3-0 BOT CHORD 2-4=0 WEBS 3.4--49 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 2 and 46 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451111 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 Q WARIUM - Vor & &,A" paramater* and RMAD NI*rXS ON I M3 AND itfVZR= SWX RNFORS RISE. eeeowe Design valid for use only with Musk oonnectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically, Applicability of design parameters and proper Incorporation of component k responstaltty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabllly during construction Is the responsibility of the erector, Additional permanent brbcho of the overol structure Is the responsibility of the building designer. For general guidance regarding tobdbatWn, quality control, storage, delivery, woctlon and txacing, consul QST-BB Quality Standard, 031.89 Bracing $peclfloatlon, and HIS-91 MiTek® Handling Indollinaand B aoksgRecommondatlon available from Truss Plate Institute. $ag D'Onotb Drive. Madison, WIS371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property y 1/ securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachc other. J5 a 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Noz joint and embed fully. Avoid knots and wane plates I/6"from outside edge of a o a y _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices Iat /4 panel length(' 6" from adjacent joint.) ce C BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and site, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ff. spacing, or less, 'f no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek* engineer, - 15. Care should be exercised in handling, sµMM ZL® C PELerection and installation of trusses. 1" 3 Mitek Holdings, Inc. FORM018, 019 a+"'"'-"""'. HMR0eWN0 r,..:. , zF Job ruse Truss Type ty y s 14544585 FI2879E J3 ROOF TRUSS 9 1 r Job Reference (a tional) XCGU-SPAs Feb 6 2001 m i eK industries, nc. uFebage two 3-0-0 1-a0 3.0.0 Scale = 1:10.3 6.00 FIT 2 1 4 i 294 — 3.0.0 3.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LU n/a - n/a MI120 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) 1st 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. SOT CHORD 2'X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. e; REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2-113(load case 5) Max Uplift3=-105(load case 5), 2=-119(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 - 34, 2-3 = 30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 2): Refer to grderls for truss to truss connections. 31Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at Joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5111 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 Qr WARNING - Verj* design pamalsetona and READ NOT28 ON TWS AJVD R6Y6RSIC =8 BZFORS V=- wseeaw Design valid for use any with MR•k connectors. This design is based only upon parameter shown, and is for an individual building component to be Installed and loaded vsrtically. Applicability, of dm design parametersandproper Incorporation of component is lbN responsNy ofbuilding designer - not truss El designer. BracingshownisforloteratsupportofIndividualwebmembersonly. AddMbnal temporary bracing to Insure stability during construction is the iesponsiblNty of the etectof.-AddBlonoi permanent bilecing of the overall shuctum It the responsibility of the building designer. For general guidance regarding fabrication, quality controt storage, dell"ty, erection and bracing, consu6 CST-88 Quality Standard. DSS-89 Sracing Spealflcatlan, and HIS-91 M iTek® HandlingInstallinaandBrachoRecommendationavailablefromTrussPlateInstitute, 893 D'Onohlo Drive. Madison. Wl53719. Symbols Numbering System AGeneral Safety gates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Prope" 1=/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/81securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7C3 other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates 1/a" from outside edge of a o a at joint locations,. truss and vertical web. o a 4. Unless otherwise noted, locate chords lacesP o at 114 panel length(' 6" from adjacent joint.) C, 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 JOINT$ 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-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 56CC1 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/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 with which bearings (supports) occur. stacks of construction materials, a 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 EL erection and installation of trusses, 01 M M tek Holdings, Inc. fORM4118.019 oANG-nUul ( Hmav,4lmo Ix. a- Is Job ruse Truss Type ty y 14544586 j'1R2878E K ROOF TRUSS 3 1 I Job Reference to tiona1) sFebi e Industries, nc. u Feb 27 13:04:07 2003 Page 1 0 0 5.0.0 i t 0-0 5-0.0 3 Scale: 3/4'=1' 6.00 52 2 t 4 2x4 = 5-0-0 5-0.0 LOADING; (psf) SPACING 2-0-0 CSI DEFL in hoc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.09 1 > 171 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Udell = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP'No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) .3=165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Horz 2=1800oad case 5) Max Uplift3=-1830oad case 51, 2=-1250oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 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 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 6VA mm - VirVy sLs wgn pwvxwtsrs andREAD Nuns oNms AND Rimlit C SIDE Dir"m um. Design valid toi use only with MITek conneclois. This design Is based only upon parameters shown, and Is for an IndK4dual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsiblNly of building designer - not hues designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary biocing to Insuie stability duiing conshuctlon Is the iesponslblgty of the erectot.:.Additional petmonenl bibcing of the overall shuctuie Is the iesponsloNlty of the building designer. Par gen•ioi guidance regarding tobiloatlon, quality control, stoiage, dellveiy, erection and biacing, consult GST-II Quality Standard, DSg•89 gracing Speclaaatlon, and HIS-91 Handling Installing and I aokte Recommendation available horn Tiuss Plate Institute, 593 D'Onollo Dilve, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/6 securely seat. J2 J3 J4 owner and all other interested parties.. 11, TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , a , Q joint and embed fully. Avoid knots and wane plates from outside edge of V O at joint locations, truss and vertical web. d 0a. a o 4. Unless otherwise noted, locate chordsplices length(+ 6" from at /4 C, paned adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. b 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek* engineer. - 16. Care should be exercised In handling, TM PANEL erection and installation of trusses. 01" 3 Mitek Holdings, Inc. CLIP FORM016, 019 GANM-MUL ® %miR©,,R,& w- r • s f Job russ Truss ype ty y is 14544587 DR2879E K1 ROOF TRUSS 1 1 r Job Reference (o tq sFebt o n ustnes, n. ionau Feb Z7 13:04:03age 5- 0-05- 0-02 Scale = 1:15.7 6. 00 52 1 3 20 = 5- 0-0 5- 0.0 LOADING ( i SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.34 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP li TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP li BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Is REACTIONS ( lb/size) 1 = 224/0-4-0, 2 = 177/Mechanical, 3 =48/Mechanical Max Horz 1=169fload case 5) Max Uplift 1 =-73(load case 5), 2=-185(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.01 occupancy category 11; exposure B; partiaily; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 185 Ib uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 A WARNING - VerW do Uiyrt pamsastere s imRAM NOTES ON THIS AND RA1 PBSSIDA BAiP'ORA USA. sss Design vatd for use only wMh Mli connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component to be installed and loaded vertlocky. Apploab*ty of design parameters and proper Incorporation of component Is tesponsli of building designer - not truss El designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary braci to Insure slabRty during construction Is the tesponslblllly of the ereClq. Additional permanent li of the overall structure Is the responsibility of the building designer. For general guidance tegotding fabrioation, quality conhol, storage, dolli erection and bracing, consull GST-88 Quality Standard, DSI.89 Bracing Speolacatlon, and HIS-91 MiTek® HandlingmstalliandBracingRecommendatlonavaBablefromTrussPlateInstitute. 583 D'Onofrio Drive, Madison, WI $3719. 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. 11/461, 3 17-17- a"4* For 0 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. F_ This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt 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 LEFTTO RIGHT. A&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 each13jointandembedfully. 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CLIP FORM018,019 OD 1NYOA AIR0 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 Mtek Holdings, Inc. k. *, 44 I J0D 1 russ V DR2879E L ROOF TRUSS 14544588 I ?x4 3.0.0 1 Scale = LOADING (ppsf) SPACING 2-0-0 CSI DEFL in Iloc I/defl PLATES (TRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) We n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999 8CLL 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: 11 lb LUMBER BRACING TOP CHORD 2 X 4 5YP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Is REACTIONS (lb/size) 3 - 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2 - 113(load case 5) Max Uplift3=-1050oad case 51, 2--1190oad case 4) FORCES fib) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4-0 NOTES 1) Wind: ASCE 7.98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL - 5.0psf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 2) Refer to'girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic. #4611 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 1V,A,RMJVti - Very des yn pwrdrrwters and R&W NOTES ON TMS AND R6VERS6 SIDE BEFORE VISia. ••••r* Design vaild tai use ony with Welt connectors. This design is based only upon patameters shown, and Is for an Individual building component to be Insta" and loaded v*IWQNy. AppNuobMty, of design parametets and propel Incorporation of component is tesponslbWty of building designer - not huss deslgnet. Btochg shown is far latmal support of Individual web members only. Additional temporary btacing to Insure stability duiing condiuc lon k the responslbNity of the erector; Additional petrnon*M is acing of the overol sttucture is the tespomblity of the building designer. For general guidance El tegaiding tobtloatlon, quaRy control, storage, detvery, erection and txocing, consul 087-M Quality Standard. 031-89 tracing Specltloatlon. and NIB-91 Tek Handang Instaillna and 11malnp Recommendation available horn Truss Plot* institute. 593 D'Onohlo 00m, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION 1 3h * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All 0 For 4 x 2 orientation, locate 0 X plates I/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek"' PANEL TM CLIP FORM018.019 rf/ nima'r it 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. 1M Mitek Holdings, Inc. 4 s r Job rues russ ype ty y S' 14544589 4PR2879E L1 ROOF TRUSS 1 1 Job Reference (o tronal) Accu- - , , , sFebr e n ustnes, A. I nu e age 3-M 3-0-0 Scale = 1:10.3 6.00 52 1 3 3-0-0 3.0.0 LOADING (PSO SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0-0 oc puffins. SOT CHORD 2 X 4 SYP'No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 =130/0-4-0, 2 =103/Mechanical, 3 = 28/Mechanical Max Horz 1 =102(load case 5) Max Uplift =-40(load case 5), 2=-110(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 39 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category 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 1 and 110 lbupliftatjoint2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 QWARM0 - Veft desfpn pammaters and BRAD NOTES ON TBi1S AND R611ERS6 SIDE BEFORE I=. r ® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Instaiied and brtb bodedveaNy. Applicability of design parameters andproper Incorporation of component is responsbNSly of building designer - not truss El designer. Bracing shown is lot lateral support of Individual web members only. Additional tempotory bracing to Insure slabSily during construction Is the responslblNty of the erector. Additional permanent bibcing of the overall structure is the responsbSttgenial of thebu®ding designer. For gel guidance regarding quality livery, erection and bracing, consull OST-88 Quattly Standard, OSS-89 Bracing Speeftatlon, and 1111.91 Handling Installing and Broaisq Recommendation available from Truss Plate Institute. 583 D'Onotrb Drive, Madison, W 153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates IA" 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. Numbering System J2 J3 J4 TOP CHORDS a c3 WEBS J5 Cr 0 a O U a ce c: O BOTTOM CHORDS Ji 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 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at W which bearings (supports) occur. ns MTek® PANEL TM CLIP FORM016,019 I7 RO-AIA.® 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 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 1 M Mitek Holdings, Inc. 4* 4 J. 0 o russ Truss Type ty y V 14544590 1JR2879E M ROOF TRUSS 11 11 Job Reference to tionaq nr. s e r e n ustrias, uFebi age 3 1-0-0 1-0-0IN 1-0-0 1-0-0 Scab = 1:5.9 e.00 52 2 4 1-0.0 2x4 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in hoc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TU 0.01 1 >999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Coda FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 5 lb LUMBER • BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. SOT CHORD 2 X 4 SYP 14o.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size)` 3 --11 /Mechanical, 2-173/04-0, 4-10/Mechanical Max Horz 2 - 60(load case 4) Max Uplift3 - -27(load case 5), 2a-127(load case 4) Max Grav 3=260oad case 4), 2=173(load case 1), 4-100oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 33, 2-3 — -40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h 25ft; TCDL-4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever` left and right exposed ;Lumber DOL-1.33 plate grip DOL=1,33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanicalconnection(by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb uplift at joint 2. GOAD CASES) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. 96634 WARMNQ - Ver(* design pwumeters and R&W NtlMS ON 7 HI9 AND R6116RR6 BdDR B6F0RE Ur36. Design vaild for use only with Mitek connectors. This design is based only upon parameters drown, and is for an IndMdual building component to be Installed and boded vertically. Appftabl#y of Cledgn parameters and proper Incorporation of component is reeponelblitty of buNdinq designer - not hue M! designer. Bracing shown 6 lot lateral support of Individual web members only. Additional temporary bracing to Insure stabOy during construction Is the responslbsty of the erector. Additional permanent tx'bcingof the overall structure is the responsbMlty of the building designer. For gsnwal guidance regarding fabrication, quaklyconhol, etflrage, doll"ry, veetlon and bracing, consult QST-88 Quality Standard, D$S•a9 Bracing Speoltbdllon, and Hill-91 M Tek HandlingInstallingandBracingRecorrrmendatlonavalloblefromTrussPlateInstitute, $83 D'Onb ohDrove, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION i'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a"'*For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 1 continuous lateral bracing. BEARING 9nA Indicates location of joints at which bearings (supports) occur. a-,$ Numbering System J2 J3 J4 TOP CHORDS 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. 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, 9"13-N, 910080-N G e wra 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 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. I M Mitek Holdings, Inc. FORM018,019 ke.. 46 7 russ Truss Type ty yjob 14544591 R2879E Mi ROOF TRUSS 1 1 Job Reference to til) ona sFebi e Industries, nc. u Feb 27 13:04:10 20UTIfige 2 1-0.0 1-0-0 6.00 12 Scele = 1:5.9 1 d 3 1-0-0 2x4 = 1.0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 3 lb LUMBER + BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4 REACTIONS Ob/size 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1-36(load case 5) Max Uplift =-130oad case 5), 2=-38(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1.2 =14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33, 2)Refer togirder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic, #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. A6634 WARNING - Vet{ fjy doelIgn paransetsrt and R&W NOTZS ON THIS AND RZVLrR.= SMS REMAN I=. s Design valid for use only with Mlfek connectors. Thk design k based only upon parameters shown, and k tot an Individual building component to be Installed and loaded vertically. AppBcabMy of design paiametsis and proper Ineoipotatlon of component k tesponslblBty of building designei - not hues designer. Btcing shown Is 1w lotstal support of Individual web members only. Additional temporary braclng to Insure slablilly duiing conshuctlon k the responsibility of the etectot. Additional permanent bAscing of the overall situctute k the tssponsibBRy of the building designer. Foi general guidance regarding labrlcatlon, quality control, st iage, delivery, etectlon and bracing, consult OST-88 Quality Standard. 051•89 Bracing Specllbatlon, and NIB-91 MiTek® Handling instoRinp and Brtacing Recommendation available from Truss Plate Institute. 583 D'Onohlo DrNe, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION i3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang•Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz Q WEBSbC6 cc O' a a. O acecF.- BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® LE PANELEL TM C HMRO,A/RID General Safety gates 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. qpb Truss Truss Type Qty Ply DR HORTON 2879 "E" ELEV. 14544592 R2879E S , ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 Mrrek Industries, Inc. Mon Mar 03 11:48:012003 Page 1 1-" i 5-2-6 9.10-13 1-" 5-25 4-6.7 4,21 12 3w1 G 3 2 101 72.411 6 5 3.4 2.4 = 5.2-5 9.10.13 5.25 4-8-7 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 RepStress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCOL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 42lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,20 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP NoJD BOT CHORD Rigid ceiling directly applied or9-0-2oc bracing. WEBS 2 X 4 SYP No. REACTIONS (lb/size) 4=311/Mechanical, 2=523/0.5-11, 5=429/Mechanical Max Horz2=312(load case 2) Max Uplift4=-308(laad case 5), 2=-235(load case 2), 5=-163(load case 3) FORCES (Ib)- First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 34=76 BOT CHORD 2-7=863, 6-7=863, 5.6=0 WEBS 3-7-166, 3.6--941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf, 8CDL=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. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 4, 235 lb uplift at joint 2 and 163 Ib uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=-74.0 Trapezoidal Loads (plo Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=49.5 Junaidie Sudiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cen.96634 WARMNB - Ver()y &sign parameter and READ N0T68 OK M8 AND R6=R= Sibs SI1;iMM I=. Design voila rot use only with Mfiek connectors. This design Is based only upon paiametets shown, and Is to an Individual busdklg component to be installed and loaded Veftically. ApplcobMty or design patameters and props# incotpotatlon of component Is iesponslbMty of building designs# - not buss designei, Siccing shown Is lot lateralsupport of Individual web members only. Additional tempo#ary b#ocing to Insuie NabMly during consnuction Is the responsibility of the oreclot, .Addhionol peimanent biboing of the oveiol stiuctuie Is Ins tesponslblitly of the building designee. Fat genial guidance iega#ding tabrleatlon, quality conhol, staage, delivery, erection and biaeing, consu8 OST•80 Quality standard. OSI.89 wooing specification. and HII.01 M iT k® Handling Instailing and Iwcing frllecomrnwWallonavailablehorn Truss Plate Institute, 593 D'OnofebDiWe, Madison, Wl 53719, Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1Ig securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC2Q other. Q WEBS J5 oNc. 3, Place plates on each face of truss at each For 4 x 2 orientation, locate i Q U joint and embed fully. Avoid knots and wane plates I/8" from outside edge oftruss o at joint locations. and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in it J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mtrek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional M Tem- engineer, 15. Care should be exercised in handling, PANE! TM CLiP erection and installation of trusses. U IM M tek Holdings, Inc. FORM016.019 o"r"-"4".0 Hmpa'4/Be 1 Truss Truss Type ty y 14544693 R2879E S1 ROOF TRUSS 2 1 Job Reference (O tiona1) sFebI e Industries, nc. u Feb 27 13:04:11 2003 Page 2x4 II 1 b 0 2-1-7 3 i 1-5-0 2-1-7 Scale = 1:6.9 4.24 f2 2 4 20 11 2-1-7 2 1.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TOLL 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) -0.01 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft - 360 Weight: 9 lb LUMBER • BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No3 REACTIONS (lb/size) ' 2-134/0-5-11, 4 = 43/Mechanical Max Hon 2=50((oad case 2) Max Uplift 2=-99hoad case 2), 4--220oad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 -17, 2-3 = 3 BOT CHORD 2-4=0 WEBS 3-4=-34 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category 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 99 lb uplift at joint 2 and 22 lb uplift at joint 4. LOAD CASEIS) Standard 1) Regular: Lumber Increase =1.33, Plate Increase -1.33 Uniform Loads (plf) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-1.2-to-3=-52.3, 2=-0.0-to-4=-14.1 Junaidle Budiman, Lic.l1451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WAIWINO - Ysr(& destyn parameters and READ NOTES ON TIM AND REVERSE SIDE BEFORE USE. seers» Deslgn valid for use only With MRek conneetots. Thlt design Is based only upon parameters shown, and Is for an IndMdval bulldinq component to be Installed and loaded vertically. Applicability of design powmetets and proper hcorporatlon of component Is responsb ility of bulldhg designer - not truss deslgnet. Bracing shown Is tot latest support of Individual web members only. Additional tempotaty btochg to Insure stabulty duiing constructlon Is the tesponslblily of the ereclol, AckJBbnal permanent bilsehg of the overall shuctute is the IespontbNlty at the building designer. For general guidance regarding fobtloatlon, quality controL slorage. delivery, election and brachg, consult OST-aa Quality Standard, OSI-89 bracing specification, and 11I1-91 Handllny InstallInp and bracing Recommendatlan mavallablettoTruss Plate InstNuie. SU D'Onolrb Drive. Madison, Wi 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property e securely seat. J2 J3 Ja owner and all other interested parties.. TOP CHORDS11, 2. Cut members to bear tightly against eachCz other. O , J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O - Z joint and embed full Avoid knots and waney' o plates 1/8"' from outside edge of a =itruss at oint locations. and vertical web. a o 4. Unless otherwise noted, locate chord splices A length(+ 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins 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, oeoo unless otherwise noted. SBCC{ 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, CLIP TM PANEL erection and installation of trusses. O 1993 Mitek Holdings, Inc. FORM018,019 MMRO.MAW (1) f4 cuss Truss Type ty y 14544594 R2879E S3 ROOF TRUSS 2 1 Job Reference (o tiona1) s e t o n ustr es, na. u Feb 27 13:04:12age 1-5-0 4-2.15 1$-0 4-2-15 Is - 1:10.2 4.24 Fl2 2 1 4 i U4 — 4-2-15 4-2.15 LOADING (ppsf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 > 366 BCLL 0.0 Rap Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4,SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS (lb/size) 3=79/Mechanical, 2=224/0-5-11, 4=28/Mechanical Max Horz 2-65(load case 3) Max Uplift 3=-88(load case 51, 2=-124(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = -30 BOT CHORD 2.4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category ll; exposure B; pattially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 21 Refer to girder(s) for truss -to,truss connections. 31Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 124 lb uplift at joint 2. LOAD CASES) Standard 1) Regular: lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1.2 - -74.0 Trapezoidal Loads (plf) Vert: 2--4.4-to-3=-78.5, 2-0.0-to-4=-21.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARAIIINO - Vest deslg4 pamnn elers and READ NOTES ON TKIS AND REVERSE SWX 9E1 ORE US6. ws® Design valid tot use only with MiTek connectors. This design k based only upon parameters shown, and is for an kndh1dual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is iesponsbllty of building designer - not truss deslonsr. Wooing shown is tot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslbllI y of the elector. Additional petmonent bracing of the overall structure is the iesponslbWty of the building designer. For general guidance iegoiding lobtbatlon, quality contio4 storage, delNery, erection and bracing, consul CST -II Quality Standard. D8I-I9 tracing specification, and HII-91 M HandlingInstallingandIrocisIgstnPleomwridationavailablefromTtussateInstitute, 563 D'Onofrb DOve. Madison, WI 63719. Tek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3%1 * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC2 other. a J5 3. Place plates on each face of truss at eachQ"'*For 4 x 2 orientation, locate Z joint and embed fully. Avoid knots and wane plates I A' from outside edge of 0 o a +` = at joint locations. I truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 1/4 length(' 6" fromFL at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, sue and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 400 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, PANEL.. TM CLLP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 tiAdNG-IUNi ® A0,WR0 M 11 1 u® 22-4-0 I Cl: ALL BEARING WALLS TO BE PLACED _l_ L Hus26 ` I ( ( E REVIEW ALL SPAN DIMENSIONS--BRG. WALLS, PRIOR TO SETTING TRUSSES.. I I . b HGUS26-2 ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS' WALLS SHOWN ARE TO BE BEARING.. I A L SPC.HGR SIGNED APPROVAL: XT. I j JOB NUMBER: DR2879E . .;F DATE: 6-28-02 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: DR HORTON 126. 407-321-1440 BY: T.H JOB NAME: 2879 "E" ELEV. BRG: BLOCK 23- TRIM IT FLOOR SYSTEM wP R lc: -- - - -- ALL BEARING WALLS TO BE PLACED I - - - - _ _ I J L 1 PLY HGR. `lCTIC'E! 1 '.'_ " _ '- _ - - - I PRIOR TO SETTING TRUSSES„ REVIEW ALL SPAN DIMENSIONS--BRG, WALLSd2PLYHGR. I fSIGNEDENICNEERED DRAWINGS--LOADING--P1T4`H AND OVERWALLSSHOWNARETOBEBEARi /HANGSd3PLfHGR, APPROV AL: X JOH NUMBER:DR2879 SPAN CUSTOMER: D.R. HORTON = DATE: 407-321-1440LBY: T H, JOB NAME: 2879 ELEV. Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWL # /REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 . 2 • WSTALLA > , DETAIL Wi#6 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 1000 3 JINSTALLATION DETAIL Wi/t6 HORZ. SEWING FINWINDOW XOX CONFIGURATION iNDEX ' MASTER FILE NUMBER 2 ' 4 ( INSTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW INDEX' MASTER FiLE NUMBER 3 6 INSTALLATION DETAIL: SOL HUNG FLANGE WINDOWS IFLEX0029 IFLF- XO020JFLEX0016 1000 Iwo 10001500 $ 2000 6 INDEX ',"- 7 JINSTALLATION DETAIL WM SCREWS MASTER FiLE NUMBER 4 INSTALLATION DETAL WIONE BY BUCK FIXED FLANGE WINDOW JFLEXM6 FLEX0018 . 11000, 1600 $ 2000 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 " 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER WH BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001750 $ 2000 10 FLANGE. INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001750 $ 2000 11 INDEX -. MASTER 12 FIN INSTALLATION -DETAIL DESIGNER FIXED WINDOW FILE NUMBER 6 IsuoiNG GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 FLEX0021 1000, 1750 $ 2000 1500. 1000 $ 2000 13 INDEX .. 14 ISLIDING GLASS DOOR INSTALLATION WITH 08 SCREWS MASTER f iLENUMBER 6 FINTRIPLE MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFiNTR 1500, 1000 $ 2000 1000 / 1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS i DESIGN PRESSURECAPACITIES 1HMFLGTR 100011500 16 FiN TWIN HORIZONTAL MULLION SECTiONB I DESIGN PRESSURE CAPACITIES 1HMFWTW 1000 11600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000I 1500 19 FIN HORIZONTAL MULLION SECTIONS i DESIGN PRESSURE CAPACITIES, 1HMFIN 1000 11500 19 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURECAPACITIES 1HMFLG 1000 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 110001150 21"' FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFLG 1100011600 22 ' INDEX'-'; 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES IIVMHMFLO MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFINTR 11000 11500 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL i DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW' 2000 27' FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURECAPACITIES 2H LGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS i DESIGN PRESSURE CAPACITIES 2HMFIN 59 29 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLG 2000` 30 FIN VERTICAL MULLION SECTIONS I OESiGN PRESSURE CAPACITIES 12VMFLG 2VMFtN 200031 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12000. PUNS R CF i I1 1%w TEST REPORTS ALrrr WINDOWS BY FLORIDA EXTRUDERS BOAFTEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL- 210-2319-1'A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL- 210-2327-1 72" X 72" SER. 1000 FIXED WINDOW, NCTL-- 210-1949-2 48 1/2" X 84 1/2" .SER.. 1500 SINGLE HUNG NCTL- 210-2318-1 53 1/8 X 72" SER. 2000 SINGLE. HUNG NCTL- 210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL- 210-26784-1 108" X 72" SER. 1000 PICTURE ROLLER ACTL-- 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. BOAFTEST CNE By WOOD - BUCK By OTrE.RS CAULK BETWEEN WOOD BUCK L NAS'Y. OPENING MK WIDTH CONCRETE DR By OTHERS HASONRY OPENING S141M AS REO•D. By OTHERS INSTALLATION ANCHOR FLANGE TYPE 114' MAx.- 3/16' DIA. TAPCON SMOWHI (SEE MgiE 9) WINDOW FRAME (Sc- NOTES) JAMB ONE BY WOOD INSTALLATION ANCHOR BUCK BY OTHERS 3f16' D3A. TAPCON SHOWN cSEE NOTE 9) CAULK JETWEENWINDOWFLANGE L WOOD BUCK p STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP) SEE NOTES) WINDOW EIGHT PERIMETER CAULK By OTHERS 3-114' MIN GLASS (TYP.) ENKD ENT 'SEE NOTES) 4 I CCACK7E OR MAMRY W-NING BY OTHERS W4• rKra 1 C C'1CM1 I C V CAULKBETWEEN WINDOW FLANGE ritWOODDDUCKPERIMETER SHIM AS REO 0. CAULK 3/4• MAA BY OTTERS SEE NOTES) WINDOW WIDTH I FLANGE TYPE - STUCCO VINDO/ FRAME By OTHERS CAULK BETWEEN1EaDERSECTIONB—B M"Ass T. OppENiNG BY OTHERS WINDGW WTH. BUCK HEIGHT WINDOW HGT. FLANGE TYPE L— WINDOW FRAME SILL ELF= VATION VIEWED FROM EXTERIOR Q Q SILL STOOL * _ BY OTHERS • 1'" CAULK BEtv£EHt SILLLiNDEIV FLANGEL PR€CASi'by OTHERS py • W/ VULKEH US TAPCON LOCATION CHART CALL TIP TO L A1: N A rtGAv LOCATIONS IN JAMB. UP TO i0 UP TO IPSF TO SIZETIP50.1r s0.sr P N 022 74 x 26 C.0 024 74 X 36 3/8 C.D T4 x SO S/6 C.0 C,O.E 1,lX DJ2 Igot4x 9 L L 033ItOE1/4 x 36 3/6 B.CL B AE uXl 1lX.L 1 0 1/4 x • B,C,C C * €.F I K,L G H I.l:sTV 11 L.I. u 11 x 36 3/3 B:C.0t A ZX.D.0 uAl I.J,K,L VIA11xB.C.D.E Al-.CA_Y I,! I K U2 120 x v L 1 A l I,J,K,L M3 120 x 3E 3/t: B.C.0AsSA.E.F WAL I.IX.L 4 t x B AHC .t A,CA,t F 0!1 ! - 1 1 K 6= 0 72 x 24= u 6030 72 x 36 C,D CA.€ u Ll.K:L A CA B.CA,£ 1.JJU I,IX L 04 x 4 Li 7030 64 x 36.. B:C.0t + B,CAE LJX1 UX.L 704C 4 B.c.^_ t 1 s..r-.D.E B.J.K,L LI.K,L 0030 Be x 34 BA.>~ B.C.0.£ u K.L t B t. k3.C.DE.F Wic H 1 K r 9020 10B x 24 1 XA BOLO 108 x 36 B.C.^ : 3,CA € W.Kj L3.K,L t A.S.0 O.E.F I i00" i20 x 24 L! U.K.L 10030 T20 x 36 B.C.0E NLB.0 0 E.F I.J K,L I,l,K.L10040 120 x 46 8:C ^ :. A:'s.00 .a I.lX1 I,lX:LOr_s. 1) SHIM AS REM AT EAC! INSTA.IATION ANCHOR. MAX. ALLOWABLE SKOA STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALL'M')WMA6LOY 6063. 3) TAPCON INSTALLATION ANCHOR AK/ST BE OF SUFFICIENT LIM. TO ACHIEVE miK EhoMW— NT OF 1-1/4' BNTO uASONRr OR CONCRETE. 4) USE SKICON12E0 ACRYLIC CAULK BEHIND "NDOW FLANGE AT NERD & IAMBS SILL MUST K ATTACHE) TO TAE SUBSTRATE WITH VULKEM 116 AD ESME CAULK OR APPROVE) EQUAL_ S) USE SHlCOKZED ACRYL:: CAULK FOR PERMETER SEA. AROUND EXTEROR OF WINDOW FLANGE. 6) 6' EXACT MMIODW SIZE BS NOT LISTED IN M40M CHART. USE ANCHOR OUlwTfTy LISTEDWeNWAV. XR SIZE -FOR THE APPROPRIATE DES" B PRESSURE 1 EOV. 7) CLASS NESS MAY VARY PER THE REOUIREMEN-SS OF ASTM E1300 6) LETTER CEStGMuc 04 ON THE TAPCON LOC410H CART 00CATfi WHERE TAPCON ANCHIORS ARE TO Er. WSTALLED WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES +AT fr_SIGNATED FOPTAPCON ANCHOR SHDUIO BE FUEO V-, /a STREWS OF SUFFICE.- LT". TO PRDVIOE MIS+. 5/ 8 IN EMBEDM_ T IN.Q W000 SUCK, 10) APPUCAAON DF WLKEV IIE A:ESFVE CAULK AT t3.IME SILLMUST COMPLY WRN SEALAN' MANU ACTUP.S?'SRECOMMEVDATIONS. ' I1) WHERE vAmDOW IS INVA..LED P% MASCNRY OPENING WITH A STRUCTUAL TWO BY BUCK. USE ['O SCR AS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/4' MMI. EMSEDM:%T AT A Ih'A:ALLATIONFAi ZNER LOCATIONS. ADH[SIVE CAULK 4j OR APRMD EOL- SEC TION A —A co A 6 , 2 12M as PREPARES lf: PS90UE1 L AMLKA1fON ErftTKCRP4 W[. 150 WTEANA Ir i K . az: Be SHEATHING CAMOC HETVEEN HY OTHERS WINDOW FII t1SMEATHING \ INSTALLATION ANCHOR e9 SCRCV STUC_J OR SIDING BY OTnCRS PERIMETER Br OTHERS GLAZING ITYP.) SEE TVO By WOOD BY OT"CRS 1/A' MAX SHIM SPACE SWIM AS REO'D. SEE NOTES) f— VINDOV VIDTM two BY WOOD By OTMCRS SHIM AS REQ'D. SEE NOTES) 1/P MAX. SHIM S?AC: CAULK BETVf£N WINDOW FIN t SHEATHING I' MIN• EMHEpr,:MT VINDOV WIDTH 2t• QC, SINN, FIN TYPE ...I MILII HEADFRAME I ( TYP.) HEAD" ERI a _r GLAZING (TYP.).,.! J ( SEE NOTE 7) PERS.`+ETER VINDOV HEIGHT ESP ACEELYEr OTHERS HEIGHT HAULK BOTtERSVINDOWANCHORS FIN TYPE vTNWv STUCCO OR CtGMT ; ( TYP. H FRAME JAM3 SIDING BY INSTALLATION KiG+fT OTHERS ANCHOR eH SCREv B 8 L SECTION B-B A 24• OG(TYP FIN TYPE MAX. ctrPJ VIMIlav FRAME 6' MAX. (TYP.) SILLL NATION VIEWED YKUL4 EXTERIOR MARBLE SILL STOOL HY •. OTHERS .. B:AI'A Ft.rmmk sA '- A NOTES: PERIMETER `"'' d• 1) SHIM AS REO`O. ADJACENT TO. EACH INSTALLATION AvCMCP. MAX.. ALLOWABLE SHIM STACK TO CAULK II f BE 1/4 By OTHERS, E sc ' ww4Ww FRAME MATERIAL- µBEOF ALLOY m3) INSSLPFFChl0N. TO A:mEvE Lem. Ev9E0r(ENT OF T- INTO WOOD FRAME MEMBER. s) USE SIUCONIZED ACRYLIC CAULK BEHIND MCNDOW FIN a MEAD. SILL d JAMBS. I— r+rau..,.i..r i::.i. ?f 4T /_x S) USE SUCOw2E0 ACRvLIC CAULK FOR PEkvCTER SEal AROUND EKTEWR OF WINDOW FRAME. INSTALLATION L T/(• SHIM ---- 6) GLASS THICKNESS UkY VARY PER THE REC.URENNTS 0r ASTM E13DO GLASS CHARTS_. ANCHOR s9 SCREW SPACE MAX 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM COP EIM ANDMAX. 24' O.C. DESIGNPRESSURE CAPACITY OF INSTALLATIONS. IF M A.ICMOR SPACINDAS STAT_D. S 700 PSF FOR STUf:) OR ALL AVARAELf SIZES UP TO 73• K W AIAK. SIDING BT SHIM AS RED`D. , SEE NOTES) CAULK HErvEEN REV DESCRIPTION DATE INI WIHCAT FINICOM ' IVTERNATIOYAL. t SHEATHINGRYOTHERRSSEMBEm(ENT BY OTBiERS°DDliI FL4RIDA EXTRUDERS SANFORD, FLO. SECTION A — A TITM INSTALLATION DETAIL u/tS SCREWS uno7 eI rnTilr CILI IHrt(nnI'H _ cE-01cc 11 1 1 PREPAREDIV P GMl t APPLICATION k JuAcc: Ic/ I //u11z(;ALE h. I . L71 L':: : LL[UUdti 1 w_ 2w INT£RAN.MmAL PXVT.. 'twit 230. tce4mv. FWH:DA 7274e PMDK 4:7 IDS'I)ds FAX 4D7 IDS-n" Two BY vD0D SHEATMINGnSE9HLNT" I• MIN BT OTHERS IT OTHERSCAILXJTWWINDOWrim SHEATHING INSTALLATION ANCHOR *S SCREW Stucco OR 1/4' MAX. S)DtTG SHIM SPACE OTHERS I PERIWTER ODSHIMASES) SEE NOTES) BY OTHERS fIN TYPE WINDOW (RIVE HEADER GLAZING (TYP-) SEE MOTE 7) VINDOV HEIGHT FIN TYPEWINDOW fRAW SILL MARBLE SILL STOOL BY OTHERS PERIMETER CAULK BY OTHERS r INSTALLATION ANCHOR s SEItt- tt SHIM A Stucco at (SEE M SIDING BY OTHERS CALI.X SCTVEEM 1vS MIINNIG VOTMIG EMBEDMENT TWO By WOODBYOTHERSbyDINERS SECTION A -A 1/4' MAX. CAUL[ KTVCEN WINDOW WIDTH SM1N SPACE W1NDOv RN t SHEATHING TWO BY WOOD BY OTHERS SHIM AS ES) / SEE NOTES) }( I' KIN. EMBEDMENT t GLAZING (TYPJ S CATMtNGSEENOTE7) VINDOV VIDTH BY OTHERS 24' OZ. FIN TYPE WINDOW PER:ICA j FRAME JAMB BY UTHERS INSTALLATION MAX. 11 (TYPE A STUCCO 0, VANCHOR 03 SCREW 1 1 SIDING BY VIhDo+ LalHEIGHT BB OTHERS SECTION B-B j rmRS (TP.) fL^I"s56 tj SMw AS REO'D. ADUCENT t0 EACH INSTALLATION ANCHOR. A MAIL ALLOWABLE SMW STACK TO BE t/4'. 2) WINDOW FRAME KXFER&AL- Ot. MAX. (TTYP.) 6• MAX<TYPJ—r < ttP.) 3) INSTALLATION ANCHOR WS SUFFICIENT LTN" TO ACHIEVE ANN. EMBEDMENT OF t' INTO w000 FRAME MEMBER. A) USE SnfCOtMZED ACRYLIC CAULK BEMN(D WIDOW TIN AT WAD. SILL k JAMBS. VATI N 1> USE SkCOm E-D ACRYLJC cALll1( FOR PE31MFTER SEAL AROUND EXTERIOR of wINDOW FRAME. MAX. VIEWED FROM LX.ILMOR SPACE 6) GLASS TMICXNESS MAY VARY PER THE REOtAREMENTS of ASTM E1300 CLASS CHARTS. r 4' , r r +^, 4 I • , •{ ( ^ 7) INSTALL w-TALLC.X* F. --XERS AT 6' —, FROM CORNERS a` .AI,,;. .A:: f>t. L . •.9. AIM a AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OFINSTALLATIONSWITHANCM')R SPACING AS STATED. IS 70.0 PSf FOR ALL AvAI ABLE SIZES UP TO 119" x 49 S/B" MAX. EO'D. 3:N tLL7i QrI'i # / N S) ONAL INCDESCRiPTiONDATEINIFLORIDAEXTRUDERS€SNFORD, FLORIDAI TITLE: INSTALLATION'DETAIL 1:/ a8 SCPEvS HDRZ. SLIDING. FIN VINDOv XDX C IGuRATION- SERIES 1000 DRAM: BY: BB APPROVED RY: L DATE:I2/17/01 ISCALE. N. T. S. DWG.: FLEX0029 RCPARED 1f• /RIMLKI ( AMUCAt1pft CNGI EERWN DC.. rA INTERNATIONAL ftVr_ S.Itt tic. CAI.02w. *61MMA kTK PIIDIt w7 I05-0]iS fAx .IT l:S-a76s c AW s S Cd+CIETC OR CAULK BETVEEN WOOD ONE By WOOD CONCRETE OR TAPCON LOCATION CHAR T MASONRY OPENING BUCK t MAS'Y. OPENING INSTALLATION ANCHOR BUCK BY OTHERS By DTRr ' A.1 N IN H A Q ATIONS IN JAMS BY OTHERS BY OTHERS 3/16• DIA. TAPCON BY DrHeER$ CALL TIP TO B.V. 1-I/.' Mpa Y ( SICK WIDTH) I I E»X N1 SIZE TIP TO TO 'To TO Jt0 i0 BUCBYONEBDTmCRS PAC SHIM _r, C> ° 7 ' 7 1-1/4• MIN. FLANGE TYPE SPaCE MAX. 1M2 26 V2 x 2a C C C G.M 6.M Gn CAULK BETWEEN EMBEDMENT WINDOW FRAME SHIN AS RMI) I 1M3 26 1/2 x 36 3!6 C C C G.M G M G. 4A c JAMS LSEE NOTES) INA 26 1/2 z SO s/6 C C C 0.M G.» GJ+JJ WINDOW FLA)E 1M45 26 1/2 x 56 1/4 C C C G.H G.N G.M.0 INS 2tWOODB -"1 INSTALLATION ANCHOR INS 26 1/2 x 72 C Ij C c GM G.HJJ G IJ I T 1/16' DIA. TAPCON 22 x .M fro' SHIM 23 37 x 38 3/6 C C C G.M SPACE MAX. 24 37 x 50 5/8 C C C G.M G MJJRIGIDV.NYL 2aS 37 x 56 1/4 C C C G.M G,MJ.J CA.' CtAZING SEND J2537x63CCCGmG.nJJ G..,IJ GLASS (TIP.) 2S 37 x 72 L C C C.G.MJ.J E FG.H.I.J SE- NOTES) I ' M p 33 53+1/B/It 36 3/ 8 C B.0 e.0 G." ." GJyi STUCCO 34 53 1/$ x 56 1/4 C 8.0 i,C .Hj G.HJJ G MJJ 745 u +!S x 56 +/4 C B.Cs,C GMJJ GHJJ E F N.0 BY OTHERS - 35 53 1/3 x 63 C B.0 e.0 G.MJJ G MJ.J E A- MJJ PERIMETER SHIM AS RCO'D. 3 1 x > C S.0 eC G.MJJ EA,G,M.IJ EFG.M.IJ CAULK (SEE NOTES) CAULK BETWEEN 023 T4 x 38 3/B B.0 B.0 AB,C.O GM GJMUJ CJ(.I.J BY OTHERS B.M. vINDOW FLANGE D24 74 X 50 5/9 B.0 B.0 'A.B.C.O G.M.0 G.MJ.J E F G.nJJ W.M. FLANGE TYPE Ht8((xj K a WOOD SUCK v 0245 74 X 56 1/4 B.0 B.0 A.B.C.D G.HJJ E.F.GJIJJ E.F'.nJJ WINDOW E 74 X 63 9.0 B.0 A,B.C.O GJUJ E.F.GJMJJHEIGHT) WINDOW FRAME METER Ov5 74 X 7 ec B.0 A.24.0 G.MJ.J E.F,C.M.IJ EF.G.N,IJ• HEADER PER CAULK STUCCO 0—MGLASS (TIP.) a X 4 SEE NOTES) By OTHERS BY OTHERS I 20U40M 24 X 36 C C C 0J1 G.n GJM 20M40y 24 X 46 C C C GJ+ GJ+ G.M VINDD.VWIDiN) 20Y46w 24 X 54 C C C G.M Gm G H.0 CALK BETWEEN 20YSOY 24 x 60 C C C GM C.M GM.IJ SECTION O_p WOOD BUCK i a > C C C C.N. GHIJ wIJ SEC U U MAS'Y. OPENING 30Y20Y 36 x 24 M M BY OTHERS 3OU30M 36 X 36 C C C G.M G.M .. Gil RIGID VINYL )ESWy AS REO'D. AT EACH INSTALLATWN A!NCH1pR. MAX.A.LOWABLE 3OM40M 36 X 46 C C C G.N G•MJJ GnJJ GLAZING BEAD 3ow46y 36 x 54 c C C C.M G.MJJ c.HJJ TYP.) SwM SMACK TO BE 1/a•. 3OM50M 36 X 60 C C C C.M G•MJJ G.MJJ2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 30yepy 3d x 72 C C C G.MJJ G.MJ..r E.F.G.MJJ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACMMEVE MIN. V. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 40M30Y 48 X 36 C C 9.0 G.M G.M G.MJJ CAULK WINDOW FRAME 4) USE SILICOMIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEM & 40Ya0M 45 X 4B C C I e.0 G.M O.MJJ C.MJ.J JAMBS. SELL MUST BE ATTACHED TO THE SUBSTRATE WITH vLuM4 AOM46M 48 X 54 C C B.0 G.M G.11JJ GJJNJBYOTHERSSILL116ADHESIVECAULKORAPPROVEDEQUAL. - 40MWM 48 x 60 C C 9.0 0•MJJ G.MJJ E.F.G.M,u 5) USE SXXOH6ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 40Y60u 4B X 72 C C 9,C G.M,I J EF G H J M I EXTERIOR OF WINDOW FUANOE. 4 0. J+ J6) P EXACT WINDOW SIZE IS NOT LISTED IN AYCMOR CHART, USE 46Y3DN SA x 36 C B.0 9.0 C,N G.M GJMJJ Q ANCHOR OUANtiTY LISTED wiTH NEXT LARGER SIZE. FOP. THE 46M46M 54 x 46 c B.0 9.0 .MiG.M G.MJJ G.. M. APPROPRIATE DESIGN PRESSURE REOV. 4SUSOM $4 X 5< C B.0 B.0 GJUJ G,MJJ E.F.G.M.LJ 7 GLASS THICKNESS MAY VARY PER THE REOUIREwENTS OF ASTM E13DO 46M5DY Se z 60 C B.c. .0 G.MJ.I TC41G,Mjj E.f.G.MJJ a w TI C B.0 H f f l F CAULK BETWEEN O C GLASS CHARTS. JO)120M x 4 G.M G.M G.M CAULK RANGE 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE s0M30M 60 X 36 C B,C B.0 cm GJN GJMJJ L PRECAST SILL V WHERE TA?cON ANCHORS ARE TO BE INSTALLED WMEN USING THE 50Y40Y 60 X 46 C S.0 B.0 G.M G.MJJ G.H,IJ V/VLX.KEM 116 PRECAST Slll EXTERIOR E' NATION AS A KEY. 50ya6Y 6C X 54 C - B.0 3.0 G.M.IJ G.HJJ E.F.C.MJ.J ADHESIVE CAULK BY OTHERS SECT ON A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR soYsoY 60 X ao C B.0 B.0 G.MJ.J G,nJJ EF.G.Mu OR APROVED COL. SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTM. TO PROVIDE Sow6ow 60 X 72 C S.0 B.0 C.MJJ. E.F.G.H.I.j £.F.GMJJ MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. Me .L 66 X 36 e C B.0 A,3.0 . G.M ( G.M cJIJJ W:W. 10) APPLICATION OF VULKEM 116 ADNESWE CAULK AT :RAmE SILL MUST 5 66 x 4B 9 = e.c A.&C 0 G,M G.MJJ A COMPLY WITH SEALANT MANUfACTUREP.'S P.ECOMMENMT'ONS. 56Ma6Y 66 x SA e.0 B.0 A•3.0 - G.I{IJ G. MJJ E.F.G.H.1J t 1) ONE ADDITIONAL FIELD DRILLED & fNSTAL_ED ANCHOP I$ REO'O. IN 56yS0M 66 X 60 e.0 B.0 AJ.0 .`. O,MJJ f.F.O,M.IJ E.F•G.M.0 A B C D EACH JAMB ON THE FOLLOWING SIZES: 'D25• (73 ) 62). '026• 5SM60w 63 x 72 B C B.0 ! B.C._ G.HJ.J E.F,G!+.1J E.F.c.M IJ• 73 X 71). 'S6M6OM-'(65 X 71). &-6nM6OM- (71 X71). PLACE J .+. ANCHOR BETWEEN ANCHORS •C AND I' AND BETWEEN ANCHORS 'M 60M3ow T2 x 36 e.- FE A.- C.: G H G.M JMJJ 60Y40Y 72 x a6 9.0 B.,c AB.0 : G," G.M.IJ G.M.IJ EP• E / AND J- OV55 PSF ONLY. 60La6Y 72 X 54 e.c B.0 A?.0 : G M u G.HJ.J E.F,G.MJ.! 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL 600150M 72 x Sc S.0 B.0 A.3,Cl, G.H.I.J E.f.GJ1.0 E.F.;!M,u TWO BY WOOD SUCK. US: 110 SCREWS OF SUFFICIENT LENGTH TO y 72 X 72 !-C B.0 Ale H 1J E.F G H IJ : I M W. H. F ACHIEVE 1-3/8' MIN. EMBEDMENT AT Ail. INSTALU ION FASTENER :ADDITIONAL AN"HORS RE 'D. SEE NOTE It LOCATIONS. ON SIZES NOTED IN NOTE 111 ADO A 1.0 SCREW j H ANCHOR 70 EACH JAYS FOP. NOTED DESIGN PRESSURES. INTERNATIONAL. INC B C1Et'Y'AL FLU :. FLORIDA EXTRli DERS ` NFORD, FLORIDA BL. FLORIDA TITLE: INSTALLATION DETAIL W/ TAPCONS HC} RZ. SL i Di NC FLArdO_ WINDOW - SEP T E S1000 A. ELEVATION F 3 _ , I DRAWN BY BB APPRQVED BY: VIEWED FROM EXTERIOR _ `5 t DATE:10/23/Oi ScALe:NTS D rc.: FLEX0020 P PABrn BY. RO IF_7 6 APPLtCA11GN EMGLNt-4:NTi. I{.. 2S0 IM(ER1AlIC PxWY.,.:IITE 2SJ. MEAT-43w. FEii:}a 32746 PONE 4:7 605-MS I 49' "5-03ii A Y 1 1J r Y CAULK BETWEEN ONE By WOOD CONCRETE OR WOOD BUCK 9 BUCK BY OTHERSMASONRY OPENING HAS,r. OPENING BY OTHERS BY OTHERS WIN1!OW FLANGE t WOOD BUCK e EMBED ' PlittENTDEMBEDMENT F INSTALLATION AKMOR J7 3R5• DIAL TAPCON STUCCO By OTHERS SHIM AS REO'D" 114" MAX SEC NOTES) PERIMETER CAULK BY OTHERS FLANGE TYPE kl WINDOW FRANK HEADER RIGID VINYL GLAZING BEAD TYP") GLASS W DOW h CYPJ (SCE NOTES) B.W. BUCK WIDTH) INSTALLAT113N ANCHOR OHE BY WOOD 3/16' DIA. TAPCON BUCK BY OTMCRS SKIN AS RED'D. RIGID VINYL E11 Hat GLAZING BEAD (ScF NOTES) IT" y 1-1,•- MIN CMBEDnfni D STIA CO By ctmcas 17 GLASS TYPxSE£ NOL'S) a== FLANGE TYPE WINDOv FRANK , JAMBCAULK BETWEEN p. WINDOWFLANGE :PF RIKTVt ) , LWOODBUCKBY OTHERS W. v. WINDOW WIDTH) f - --- sit If ( BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETVEEN WINDOW MAS"Y. (PERM FLANGE L PRECAST SILL BY OTHERS W/ VuLKEN 116 ADHESIVE SECTION B—B CAULK, OR APRW'D. E. J` l) FLANGE TYPE CONCRETE OR PERIMETER WtNDOV FRANC MASONRY OPENING CAULK SILL By OTHERS BY OTHERS W. W. PRECAST SILL Q A BY OTHERS FAA ~ . C O e. SECTION A —A 4 •• 1) SHIM AS REa'D. AT EACH INSTALLATION ANCHOR. HAx, ALLowABLE SHIM STACK TO AT T/DD-. E 2) wV1DOw FRAHAE MATERIAL• ALWmJUAt ALLOT 6063 3) NVAttAT10N ANCHOR MUST BE OF SUFFICIENT LTM" TO ACM" w_ wL fwdEDMEMT OF 1-1/4` wTO UASO%RY OR CONCRETE. t) USE SgjCONW ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD p Q k Kain SRL MUST BE ATTACHED TO THE SUBSTWE WITH , B K W W 116 AD1ESIvE CAULK OR APPROVED EQUAL s) USE SHtfC0.x2ED ACRYLIC CAULK FOR PERIMETER SEx AROUND W.H. f G Na' ExTER10R OFWV40WFLANGE. 6) W LKACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHAT. USE ANCHOR OUAHTRYLIVEDwattNExTLARGERS2:. FOR THE t APPAOPMIE DES" PRESSURE REO'D. 7) GLASS IMCKNESS MAY VARY PER THE REOWRHEMENTS OF ASIR 1 CHARM 8) LEiTEERROE516YW04ON 'THE TAPCON LOCATION CHART INDICATE H / I G f wMERE TAPCON ANCHORS ARE TO 8E INSTALLED WH;M USING THE O . TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMS SIZE SIZE 3OW TO 4015E DI.17 TO 7OPSF 30011 TO 400V V TO 72- 12 IS 1/2 x 25 B 9 F.G FA 13 18 1/8 I.37 3/8 8 B F.G F,c 1. is 1/9 X,49 5/6 B B FA f.G 145is 1/8 x $5 1/• B B FA FA 1S IS 1/1 X 12 B 8 rA" F.G 1616 1/e X.71 8 B FIG F,G,nJ 17 is fit I AS a a I F-C rA.J.% Ift225 1/2 125 B 8FA FA Ina 25 1/2 X 37 3/e 8 8 FA F.c INS25 1/2 x K 5/2 B B FA FA.KJ 1H45 25 1/2 x 55. 1/• 8 8 FA F,O.KJ INS 23 1/2 x 62 B B FA FA.MJ INS 23 1/2 X 71 EB 6 FA FA.M) M7 - 25 1 x 63. B 8 F."K FAJ.K 30 1/ 2 a 26 29 1/2 x 25 8 B 1). F.6F.G 30 i/i • 3e 3/s 29 1/2 X 37 3/e 5/6BB FA iA:nJ 0 1/2 , so 5/e 29 1/2 x 19 1/2 x 55 1/. 0 e FA F.GJHJ 301/2 . 36 1/4 D 1/ 2 . 53 29 29 1/2 x 62 9 B F.G F.GJHJ D1/ 2 + 72 29 1/2 x 71. 6 B F,G.HJF.G.N:1 30.E 2 . IM t x e3 e B F.GJ.K F.GJ.K 22 23 36x 25 36 x 37.30 B B F,G F.G 24 36 x 0"1 8 B B8 FAF.G F.G. HJ F.c w 245 25551/. 36 X 52 B 8 iAJHJ FArJ 26 36 ei B 6 F.GJ1J O.U.G,j 7 x 8 8 F.GJ.K F.G,HJJ.< 42 It 26 2 . 39 3/9 41 X 25 1 x 37 ve 8 B FA G.HJ 42 . 50 $/ e 1 I 49 5/2 B 8 8 8 F.0 FAJIJ 42 . 5e 1/4 63 a/ 1 u 2 F.GJW O.u.c. •j 2 x721x !i 8 8 FA.0 D.EJSOt"JAA Dt I.63 F F.QhuK b 39 3/2 7 A 1723/3 8 A.0 F.G F.6JH! 46 . 50 5/3 4 x .S 6/e 8 8 A.0 A,CFAF,G. MJ f c t•J F.GJ•" J6. 561/- 7 x 35 1/4 F,GJHJ O.EFA!+J D46 . 7722 47 x 71 g AA.0 FAJUO.E,FA?SJ DLJL 47 x 63 nr H.+ I 32 52 1/2 x 25 8 A.0 F.G FA rA f G n13is2iezs5/a atit F J+J 345 53 1/s x ss 1/4 8 A.0 FAJHJ D,£ fAJ 35 52 1/8 x a2 5 A.0 FAJt.t D.f.F,GJi1 6 52 1/3 x 71 B A.0 FA.MJ O.U.G,- J 37 52 I/e x es B C F.GJA D.U.GJ.KJJ( 37 SIZE NOT AvAKABIE IN 1000 OR 1500 SERIES. tXTON ELEVATION AS A KEY. { 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED :FOR TAPCON ANCHOR- SHOULD K. MUD WITH 16 SCREwS OF SUFFICIENT LTH. A TO PROVIDE. WK 5/6:s(. CUSEDMENT M4 WOOD 9;ICK:. A 10) FLORIOA ExtRUDERS t006 SERIES SINGLE HUNG IS SHHO".' THIS PRRR ALSO APPLIES TO THE FLORIDA EXTRUDERS 150D AND 2000 E .. E VAT I0 f 1 SERFS splaEmu"O . It) WHERE 111010Dw IS *WALLE(I w MASONRY W-" WIN A STRUCTUAL TWO" BY WOOD BUCK. USE /10 SCRM OF ` rt:• SIIf M"t LENGTH TO ACIOEME 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATORS., PF.C• AREDB•: PROMIGT A APPUCATKIN EHf,6HFFM r, OX.. 250 Ix FLORIDA EXTRUDERS' s ORD, FLORIDDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE VINDOVS - SERIES 1000 , 1500 L 2000 RANN BY; BB I APPROVED BY: ATE:10/ 09/ 1 SCALE: NTS DWG.: FLEX0016 WopM PKY_ SURE 250, K AT"now FLDROA 727.E "CmE 607 SM-0365 Fu 407 US-0366 i r r 1 1' MIN. EMDCDMENT SHEATHIMGCAULKBE TWO By WOOD WINDOW FBy BY OTHERS SHEAT SHIM AS REffA INSTALLATION ANC SEE NOTES) 8 WOOD SC STUCCO by OTHERS MAX. r1/4• JPERSHIMSPACE Br FIN TYPE WINDOW FRAME MEADER GLAZING (TYP.) SEE NOTES) WINDOW HEIGHT GLAZING (TYP-) SEE NOTES) FIN TYPE WINDOW FRAME PERIMETER SI tARBL£ SILL CAULK STOOL Br OTHERS8rOTHERS VINDCV WIDTH Ii4• MAX SHIM SPACE SHIM AS REO•D, Tv0 8Y WOOD n { cSEE NOTES) STUD BY OTHERS EMBEDMENT11 . UL 3L GL( SEE (SEE ( TYPE r T j( NOTES) W[NDM I vIDiH i A I 8 B 24' OL. MAX. ITYP.) EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT 1 A 6X.J tT 6' MAX.M(TYPJ ELEVATION VIEWED FROM EXTERIOR INSTALLA'IDN ANCHOR 1 ` TWO BY WOODXBWOODSCREWIBYOTHERS STUCCO BY OTHERS REV Iir: -r• CAULK -BETWEEN ,.• " `.` WINDOW FIN SHEATHING t SHEATHING BY OTHERS 1'MIN. EMBEDMENT - SECTION A -A GE AIK_D b. PRD7u[t A SHEATHING BY OTHERS FIN TrPECAULK BETWEEM WINDOW FRAME WINDOW FIN t SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CAULK * 8 WOOD SCREW 8rOTHERSSTUCCO BY OTHERS SECTION B-B 1l> ASREO'D. A7 EACH INSTALLATION ANCHOR. MAX ALLOWABLE SHIM SACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALtMNUM ALLOY 6063. -.. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. DME ELBEMT.OF 1' INTO WOOD BUCK. 4) USE SIuCOmZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL ! JAM_=S. 5) USE SILICOWZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTEF" OF WINDOW FRAME. 6) IF EXACT- WNDOW SIZE IS NOT LISTED -W ANCHOR CHART. USE ANCHOR OUA%Iffy LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY PARR PER THE P.EOUIREMENTSOF ASTM E13W GLASS CHARTS.. 6) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SING:_ HUNG WINDOWS. DATE ) 2/)3/01 iSCALE N. T S 'DWG.:FLEX0026 SHT I M IkTEtMAT1DW. PKWT.. SUITE 2%- ISA7"Cd_ FLDRIDA 127A6 PICd 407 M-0365 "FAX A47 R CONCRETE ORMASONRYOPENING . BY OTHERS OMC BY WOOD BUCK By OTHERS CAULK SET.VEEH VL VGCDLANGEBUCK Stucco BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP-) SEE NOTES) PERDICTER CAULK BY OTHERS a INSTALLATIONDI&ITTAAPCDHCR CAULK BETWEEN WCOD BUCK t NAS'Y. DpEMING BY OTHERS GLASS cirPa _ 1-I/4' MIN (SEE NOTES) A CHBEDWENT 0. SNIM AS REO'D. 1/N' NAK. SEE NOTES) FLANGE TYPE WINDOW FRAME . W.W. L RIDGED VINYL FGLAZINGBEAD BM HEIGHT) ' B B RIDGED VINYL GLAZING 'BEAD FLANGE TYPE WINDOW FRAME B.V. SBVCK WIDTH) SHIM AS REO'D. 1/4' MAL SEE NOTES) RIDGED VINYL GLAZING BEAD 1-11" HIN CONCRETE OR1ENK'YCNr MASONRY OPENING I 8Y OTHERS D INSTALLATION ANCHOR 3/16' Dla TAPCON ONE by WOOD Mx BY OTHERS P FLANGE TYPE --- O WINDOW FRAME CAULK gE7vEEN CAULK BETWEEN WINDOW FIANCE PERI."1•cTER L WOOD BUCK BY CCAULK WOOD _BUCK W.V. HAVY. OPENING WINDOV VIDTM) STUCCO BT OTHERS Y OTHERS SECTION B—B 1 SHIN AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE Spam STACK i0 8E 1/4-. 2) WINDOYf FRAME MATERIAL. ALUMINUM ALLOY 6063. 3) 3/16' CIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LIM. 70 ACHIEVE MIN. EMBEDMENT OF 1-1/4' KID MASONRY OR CONCRETE. s) uSE yuCON2ED ACRYLIC CAULK BEHIND Ww" FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AOMESW CAULK OR APPROVED EOUALS) USE SILICOHAZCD ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OP YANDOW FLANGE. 6)IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR ovANTrtYUSTEO YKTNNEXTURGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) CLASS THICKNESS MAY VARY FR THE REDS EXCEEDSS OF IN. C.. # CUSS CHARTSU 24• D.C. MAX. (TIP) 6) WHERE SPACING BETWEEN TAPCON AW-HOP EYCEEDS 2t IN. D.C.. /E SCRErrS"OF SUFFICIENT IN;BE iNsTALLMLTH. TO PROVIDE MIN. 5/8 IN. EMBEDMEN C:D WOOD SUCK CTHIS EOPRINT ALSO APPLIES TO THE g) FLORIDA EXTRUDERS 1000 Y_RIE-aFIXED WINDOW 15 SHOwN.. 6' MAX.. (TIP.) FLORIDA EXTRUDERS 2000 SERIES FG(ED wwDOWS. ...._. 10) SEE BACK OF THIS SET. FOR ADHE N ANCHOR AT FRAME SILL S. - I1) AppL.ICATWN OF VlJLKEM 116 ADHESIK fJ(LILK AT FRAME SLL MUST COMPLY tY1TH SEALANT MANUFACTURER' S RECOMMENDATIONS. BUCK A--* j ELEVATION VIEWED FROM EXTERIOR CAULK KTVEEN VINDDv FLANGE i PRECAST SILL. V/VOLKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV•D: EON, SECTION A- L I t 12) WHERE WINDOW S INSTALLED IN MASONRY OPEM14G WITH A STRUCTUAL 7" BY YIOOD USE f10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/B' MIN. EMBEDMENT. 13) " DOw LIMITS CAN BE MULLED TO OTHER MARTS USING ALUMINUM TUBE MULLION. SEE MULUOM1NSTALLATiONSHEETSFORREOUIREMENTS. INTERNATIONAL. INC FLORIDAEXTRUDERS. sAwow. FLORIDA TITLE: INSTALLATION DtAIL 1+! ONE BY BUCK FIxED. FLANGE WINDOW — SERIES 1000 & 2000 t ' qA DRAWK BY:$B APPROVED BY: 2 f 20 DATE:10/t2/01 IBEPAKO 6Y:)IW000t 1ECHxpLOGT COI.. 250 PITIANAAOH.L KW- SURE 250. ALE: NTS DWG.: FLEx00I8 SkCET 1 0: NC) n, ;7N 32T.6 PHONE 401 60S-OJi3 /AX 407 6.^S W1 SHEATHING By OTHERS CAULK BETWEEN WINDOW FIN L\ SHEATHING INSTALLATION ANCHOR x8 SCREW ExTERgy ONISHTHERS _ — PERIMETER / CAULK — BY OTHERS WINDOWHEIGHfT EXTERIOR PERIMETER CAULK IT OTHERS INSTALLATION ANCHOR — IB WOOD SCREW EXICRIOk FINISH \ BY OTHERS 1 MIN EMSE.DHEN1 WINDOW WIDTH N f/•' MAX• WOOD FRAMING SwM SPACE BY OTHERS vWD FRAMING E n L FLO ` B.o.A.F. BY OTHERS SHaN AS Rf0 0.>•++` "-- T TA i7 SEE NOTES) AA.sA•-'R N+X" •. SHEATHERS 2d v+..-- 3r OTHERS A' M MAC. SM F r # SHIM SPACE -I j{ tiff NOEI66) GLAZING SEE NOTE 6) FIN TYPE WINDOW FRAME CAULK BETWEEN WINDOW FIN L SHEATHING I•MINL ` EMBEDMENT SHEATHING By OTHERS SECTION A -A HEIGHT FIN TYPE WINDOW FRAME SHIM AS REO'D, I/A' MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A-w' ELEVATION VIEWED FROM EXTERIOR v" RED By: PRODUCT TECHOMOOT CORD_ INSTALLATION ANCHOR a3 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B PERIMETER EXTERIOR FDtiSN CAULK JBY OTHERS BY OTHERS Ti0? ES _ f) HOR WITH LOAD HILfASOBEARING SHIM. MAX. INSTALLATION SMN STACK TO BE 1/4'. 2). WINDOW FRAAE MATMAL: ALI MAIALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIEMT LENGHT TO ACmiM MIN. EMBEDMENT OF i' INTO WOOD FRAME. a) USE SIICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND.M:s'RKRtOF WIDOW FRAME. S) USE SIUCONIZED ACRYLIC CAULK DEMO MAM90W FIN. 6) CLASS THICKNESS MAY VARY PER REOUI W'-NTS OFASTME1300GLASSCHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS' ALSO OLALIF10- 7) FLOROA EXTRUDERS 2000 SERFS FIXED PICTURE wiNDOW6SMOWH. THIS _ PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SIRES PICTURE WINDOW. 6 B) SPACE INSTALLATION ANCHORS AT 6' MAX. FROM CORNERS AND uAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WTI ANCHORSPACINGASSTATED. IS 70.0PSF FOR ALL AVAItAaLE SIZES UP TO 73' X 71- OR 63' x 95' OR 119' x 37-3/8' MAX. 9) WINDO+Y UNIT CAN BE MULLED TO OTHER LIMITS USING ALUMINUM TU'E WIJLLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. 1 / 13/02 SCALE: N. T. S. DWG.: FLEX0030 PKWT. SANE 250. iAAE MPRT. FLORID4 12746 PHONE 407 DO5-0365 FAX 407 00S-0336 W. CAULX DETVEEN WbwwtMOOD ``ANGEBI,b CAULK KYWC£N Y 411 p" By of YOBS INSTALLATION ANCHOR 3116' DIA. TAPCON SMTM AS REO'D ME NOTES) CAULK BETVEEN WINDOW FLANGE L WGOD BUCK CONCRETE OR MA;ONRT OPEIQIrG BT OTHERS ITIT OT DR FUGSMOTHERS PERIMETER CAULK BT OTHERS WINDOW FRAME HEAD EKTERIOR WINDOW FRAME — SILL PERIMETER CA•,LK BT OTHERS EXTERIOR FUQSM 1.. I A . BY OTHERS T— L 1/4- MAX. EXTERIOR ELEVATIONSHIMSPACE Q q1_1/.->wH. EMBEDMENT CIWCR£tE DR - ONE BY WOOD BYByi-M.ERS SUCK NY OTHERSYTH SECTION A —A ti T } y CAULK BETWEEN WOOD BUCK L NASWY OPENING BY OTHERS ONE BY WOOD to= KICK BY OTHERS 1) SHIN AS REO'O AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) W40OW FRAME MA7ERIAL- ALUMINUM ALLOY 6063., INSTALLATION ANCHOR 3) 3/t6- O- UPCON INSTALLATION ti-M-NOR WST BE OF SUFFICIENT LtM. TO3/16' V:A, TAPCON A„^MEVE U t: CUSEDUEN.T OF 1-1/4" INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNEP.S k 24' 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD 8E FILLED WGM /6 SCRL"w5 OF SUFFICIENT LM. TO PROv)0i INN. $/6 IN. EMBEDMENT INTO WOOD Q BUCK. , 4) E Wg&*W IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO By1-1/s" HOWL 6 EMBAHENT BUCK. USE /10 SCREWS OF S.IFFIC W LENGTH T3' ACME'/: 1-3/8- WIN. 3. EMBEDMENT AT SAME SPACING STATED IN NOTE 5) USE S4KONtca'".7 ACRYLIC CA" BEHN40 WINDOW uLt95. A: HEAD. SILLEXTERIOR1/4- MAX SEAL A6} USE SwGO1wN.ZfO ACRY'aC CAULK FOR PERIMETER SEA: AROUND EXTERKWt SHIN SPACE WINODw F'-4wlr- 7) GLASS THICKNESS MAY vARY PER THE RE0mEMENTS OF ASTM mooGLASS. CHARTS. SINGLE GLAZING K SMOwN, WtSa ITWIO CLX SS IS ALSO OUAtC1E0.. B} BUaD DOWIt AROtNID HIVED PORTK11t OF WIIIQOW FRAME TO BE ENGINEERED BYOteERS. B1xr.D GOWN MLST BE OF SLFFECIENT S; NGirN TO ADEOUATELTTRANSFERLCA9FROMWINDOWTOTIIE S'.RUCTURE. 9) FLORIDA EXTRIIOERS 1000 SERIES OESIONFR YII4DOW SHOWN. TMS PRINT ALSOAPPLIESTOFLOMAEXTRUDERS1750SERIES & 2000 SERIES. SkiN A\.C., 10) ELEVATIONS SHOW, COMMON CONFIGIIRAT0 4. IT IS kOT WENDED TO LIMIT USE OFSEENOTES) THIS PROAUCT TO tH-_SE TWO CCW*GuRATIONS. Ti,--IS SHEET APPLIES TO ALLCONF/WRATIDNS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. # 2000 SERIES DESIGNER FIXED WINDOW FP.AwW SYSTEMS, 11) Ww00W UNr CAN BE MLLLFO TO OTmER L"TS W9Nc ALUMINW TUBE MULLION. SEE MMUON INSTALLATION SHEETS FOR REOUNREMENTMS. GLAZING CTYP. SEE. NOTES) I-I/A' MIN. EMBEDMENT 1/4' MAX SHIM SPACE ONE BY WOOD SHIM AS REO'D BUCK Br OTHERS ME NOTES) INSTALLATION ANCHOR ii16' DiA. TAHON WINDOW FRANC q JAMB GLAZING cTYP. CAIX.K BETWEENSEENOTES) WOOD BUCK t NAVY OPENING BY OTHERS i PERIMETER CAIIK 1 BY METER CAULK ICT%.TEN VtkDOV FLANGE L WOOD BUCK ExtEQXR FINISH CONCRETE BY OTHERS OR MASONRYOPEH414 VINDDv WIDTH BY OTHERS SECTION B—B WINDOW WIDTH A wWIDOx MEIGM f B B t A . EXTER144 ELEVATION FLORIDA EXTFc'IJDERCINTERNATIONAL, SANFo D. FLDRIDA MET'LANGE INSTALLATION DETAIL CONCRETE KADER V/I BY BuICK DESIGNER FIXED WINDOW 1000, I730. & ZOCO SERIES DMWN- BY- Do I APPROVED BY: DATE.O2/12/w ISCALE: NTS DVC.: FLEXW35 H4) UN': lSN NMH..YL?4 H..l It= rA -[.N .rNOMM. )t).s w" -p tl-c" Ir of kS-nM U 9 r A INSTALLA.IEMN ANCHGR ONi BY BUCK 6I0 SCREV BY OIHCRS BUCK VIDTM CAULK IETVEEN viNG v BUILD DOWN BY OTHERSFLANGEtSHgATHDNGALSOAPPLIES NOtFi. TWO BY FRAMING TD SILL) 1) SHIM AS P.EO'D. AT E&CO INSTALLATDN ANCHOR WITH LOAD B:0WG SMIM. MO. BY OTHERS ARABLE SMM STACK TO BE 1/4-, RTVIpD t'. rP PL WOOD ( 2) WIDOW FRAME MA MALL' ALUMINUM ALLOY 6063. IWN. 3) TAP'CON INSTALLATION ANCKCRS AT Sr-L MUST F. OF SUFF4'1EMT LTN. TO AC9el SHIM AS 7.ED'D11r1-3/6' 1 EIdiDMENT MIN, EMEEEKIENT OF 1-1/i INTO MASONRY 17R CONCRETE. #TO INSTALLATIONILA TEE NOTES) SC;tElVS AT MEAD i JAMBS MUST BE OF SUFF C:ENT LENGTH TO ACHIEVE 1-3/6* MIN. EMEEDmEmT INTO wOOD FP,MMNG AND BUILD DOWN WmERE REOtIRED. EXTERIIM fINISM WALLATIOM ANNCH6RS k SCREWS TO BE PLACED 6 IN. FROM CORNERS 1- 24 IN. IT D.C. MAR. V:NDOV FRAME A) USE S"ONIZED - JC C-- AIM PID -00- FLANGE AT MEAD. SILL h .MwBS. JAMB S) USE swcoNZED ACkYUC CAULK FOR PfRWETEER SEAL AROMA@ EXTERIOR OF WINDOW FLANGE. GLAZING (TYP. 1/A,. MAX. SPA--, 6) C:ASS THICKNESS MAY VARY PER TnE FEOUREMENTS OF ASTU C13W CLASS CHAM.'S SINGLE G—Z- IS SMOl- WW-ATWG CLASS NS ALSO OUALFIM SEE NW fSHw 7) 9--0 DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ANGOdE.TRED BY7/6 I OTt BAS1fiFI K. BUILD DOWN MUST BE OF CEN? STRENcTm TO ADFOUATEIr ITrRAMSFERLOADFROMwRt00wTOTHESTRUCTURE. E; rjCIER CALK IT OTMEAS VINDOV FRANC HEAD 1 WIDOW po" a EXTERIISN V: NDDV FRAM MI. P'=- aUETER CALK BY DINERS WCADM I' CT);RS SPACE CAULK BCTWEEN TWC B7 DUCK t cxRESE IT CTMPS iM<• AL-A:1ON ANCIOR a CALPX LrTVEEN WINDOW FLANGE t WWD BUCK a a H) FI.Ca" EXTRUDERS 1000 SERIES DESIGNER WRCOw SHOWN. THIS PROT ALSO CONCRETE Oa APPLES- TO FLOROA E"WJCLRS 1750 SERIES k 2000 SERIES . . 9) ELN hONS VOW COMMON CONFIGURATIONS NT IS NOT INTENDED TO Ue USE OF HAS'JNRT SMIM AC REO'D TwS PRODUCT 10 THESE Two CONFIGURATDNS. TWS 94M APPLIES TO ALL PERIMETER CA,ILK 3Y CTICRi ME pCTES> CONFICURATIONS INC CAN BE MANUFACTURED FROM TIE.1000. 1750. & 2000 BY DrHERS BERRIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WNNCOW WIT CAN ALSO BE MULLED TO OTHER UrRTS USNMG ALUMINUM TUBE WINMW WIDTH MULLION. SEE MULUOM RISTALLATION SHEETS FOR REOIAREMENTS. SUCK HEIGHNTGLAZING CTYP.. SEE NOTES) SHIM AS REWD SEC NOTES) CAULK B.?WUNt d VVIDOWFLANGEI rE IT WWD CAULK H^TWEEN WOOD i x t NASLBP• aPENiNYM IT Own Cohat" rMASONII SECTIONA —A HT O1 CLS 1/ A" MA/, a SHIN iF•=:-° L iAL FLORMA BAAS EMBEDM: VDDD MAMMAGTUM NAMB: BUCK' 31 OTKRS Lv 1f.+)e,' DNsYA. LATDA+ ANC}reXAffM ME # i'{ r•- r, s} / n+}mow, 3/16, DNA, TAPCON T G (, i (..Sit i:' EXTERIOR ELEVAI'ION SECTION 8-B WIN0.` WWWA A F A f_ FX' FPIr.- E_'VATIQN CXTER7i' P. FINISH BY OTHERS ac T , SHEATHING BY C:HERS IB INSTALL iT OTHERS PERIMETER CAULK - IT OTHERS FIN. FRANC HEADCI EXTERIOR PERDLETER CAJLK By OTHERS EXTERIOR FINISH BY OTHERS IB TNNSTALLATD3N AnENO4 SCREv F. 6Y OTtES 1, MI. CAULK BEHIND Fix Tv0 IT BUILD DDvN BY OTHERS SHIN AS REO'D NOTIES, ij SKw AS RED& ADJACENT TO :EACH INSLNLWION ANCHOR WITH LOAD BEARINGSEENOTCS1SHIM. MAX. A• OwABLE SNHM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL- ALLAINUM ALLOT 6063E UN, HAL 3) USE Sa1CONIZE0 ACRYLIC CAULK BEHIND WINDOW FA AT HEAD. SILL k JAMBS. F y,C s) USE S+UCOw2ED ACRnIC CAULK FOR PERmrTER SEAL AROUND EXTERIOR OF Wrtn00w FRAME. 5) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARS. SINGLE GLAZING IS SHOWN. I(SU A'04 GLASS IS ALSO OUAUFFIED.. 6) SCREW: AHC)(ORS AT W- 0. any k dAM BS SHOULD BE is iCREwS OF SUFFICIENTLTM- 10 PRONOE MIN. I IL MIN. EAeEDMEMF INTO WOOD FRAME. PLACE fe. SCREW ANCHORS.6' FROM CORNERS AND -24' O.C. MAUL. 7) BOLD DOWN AROUND CURVED PRION OF WIDOW FRAME TO SE ENGINEERED Br OTHERS. BUILD DOWN MUST BE OF SUFFN?ENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE, 6) FLORIDA EXTRWERS 1000 SERIES DESMNR WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES Y.2000 SERIEL 9) ELEVATIONS SNOW CaaNM( CONFIOUWONS. IT IS NOT INTENDED TO LIMIT USE OFINSPRODUCTTOTHESETWOMNFM7URATONS. THIS SHEET APPLIES TO ALLCONFIGLWATONSTHATCANKMANUFACTUREDFROMTHE1000. 1750. & 2000E SERIES DESIGNER FILED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBEMULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TIP. SEE NOTES) FIN FRAME SILL SHIN AS REO"D.- tSCE NOTES) / I. t EG"lpcx wqT yt I/N• NAL 43 INSTALLATION SHIN YKE ANCHOR SCREW (IYP,) SHIN AS REaD. Tv0 TFRAMING YOHIERSSEE NOTES) CAULK BEHIND FIN FIN FRANC JAMB GLAZING ( TYPE SEE NOTES) / L5 LLL L r tNE* GI EXTERIOR 1 1 ExTE?YilR FINISH BY DTrERi tN7LM/ vIM.M— PERIMETER CAULK BY OTHERS SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERS IWE oIONFLORIDAMI. E: FIN INSTALLATION' DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES' SECTION A -A DRAWN BY:BB APPROVED BY: DArE: U2li4/U2 SCAM-NTSDWG.: FLEX0037 M. 40 N.- mlM XW&sw cw mI.NA..T4a are. amt at .c.nm,, Fwa..:,K w m . 615 w ... w NCWA)Hi T ) L vN• NK va" SPACI A EXTERIOR ELEVATION TVD $ T FRAMING IT OTHERS CAULK BEHIND FIN W was CONCRETE OR SMIM AS RE'O'D _ MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE S. vIoD BUCK CAULK BETWEEN RTMETEWOOD BUCK PERtIME R HAS-Y. OPENING OTr-_RS BY OTHERS STUCCO BY. OTHERS Mimi INSTALLATION ANCHOR DB SCREv (TYP. WHERE — TAPCONS AREHOTREO'D.) INSTALLATION ANCHOR 3/16' DIA, TAPCON f 1/A' MAX SHIM SPACE INSTALLATION ANCHOR 1 1/4' HIM. CONCRETE OR RB SCREW ( TYP. WHERE ' EMBEDMENT MASONRY OPENING TAPLONS ARE NOT REO'D.> I HY OTHERS ONE ?Y WOOD BUCK BY OTHERS I ONE BY WOOD CAULK BETWEEN INSTAILATI011 ANC7sAi73/16' DIA. TAPCON ' WOOD BUCK t HAS'T. , OPENING E N. BY OTHERS BUCK BY OTHERS Er.3E DNENTSLIDING GLASS G CALLK BETWEEN) DOOR FAMCAULKBETWEENSLIDINGCLASSDOORmaxSTRIPtF1/4' MAX. O WOOD BUCK t HOOK STRIP WOOD BUCK D SHIM SPACE j MAS`Y. OPENING C 7 fgq BY OTHERS f SMIM AS RED'D. SLIDING GLASS DOOR FRAME HEAD u i TEMPERED GLASS (TYPJ I DOOR HEIGHT SLIDING GLASS k Dv< SR FRAME t IILL 1D E•r, 3EDHENT dd e o LIBERALLY AP2LY OR SE ILL N BED INSTAL.LATIO N ANCHE2 OF CCRtrRETE 3/16• CIA TAPCON SUTION A - A 1 (SEE NOTES) 1-1/4' HIM. EM-'-EDMEN, V G 4 INSTALLATION ANCHOR 3/16' DIA TAPC13N TEMPERED GLASS p CAULK BETWEEN tTYP.) DOOR FLANGE PERIMETER ONE BY WAD CAULK BY CONCRETE DR BtEx BY OTHERS OtMERS MASONRY OPENING STUCCO BY OTHERS BY OTHERS S.G. D. WIDTH CD s B. O.A' iMPCRED GLASS SECTION B* WwACrum ; / r SLIDINGGLASS DOOR J T e. r_ s Y r 4 stye -r INTERLOCK MASTER FILE# T.; HOOK STRIP DETAIL MNNNNN At A-4- 1) DOOR MATERIAL+ALUNIMM ALLOT 6D63. . 1) TAPCat7EMIALLAtONAmoatSMvSTKor ufrictENt LENGTH TO ACHIEVE HIM. EMKImCNT OF 1-1/4'.INTO MASONRT OR CGNCAETC. _ 31 AL ( GIA?ART lws1Df SHUT. TO MKS( 1N-K ALL FRA'KKwm _ bUSESA.ICOM= ACRfLK CAMx KHIMD DOOR FLAMM ATHEAD L JAMIS. 63 1" SRiCOMXDADMIC CAILK FORPEAINCMSEALAagobEXTERIORO<'DOOR h IF EXACT Cmt S['TisNOTPRINTINM[IQ CHART, USE ANE/0t`bUANTIir .tISTEB W. H KXi tAAGER SIZE.' OD SIZE AP SECLSCKSKMSWORLKREO'i . BN FOR E-TAP DOOR SIZESISOCLOSESTBiPASSDOORS12CLCOfIFARATRINt0tWSNE4 EM"G PLACE 1HI KNES IN T VAOF * STRx AS SMItK GLASS tHAgCPP "AT VARY PER DESIGNATED F OF 4STH ANC GLASS GWtti. ION ALL FACTORY APKff1 NNO.ESprKSDJANTtDFORtAEONANCHORSNaLcDKfit[b WITH RD SCREW: . 3 B OF SUFFICIENT LENGTH Tn PRO006 NRNL S/f EMKbENt INTO WOOD DLCX. 12N DOOR LNNIT IS APPOOVED USINGTCNFERSQGLASSINSINGLEQAZ£D OR VeAXATDG CUSS .. it) JAMU / SILL, CORNERt ARE TOKSEALEDWITHASMALLJOIMtSEA" SEALER 13) " AS 1 VY0. At EA SCT OF INSTALLATION ANC -On MAIL ALLOW -ALE SHIN STACK ATM K IfV. .._ 14) ALL WSTALLATbY1 ANE'Oti MUST K M4tt OF CORRO'.104 RESISTANT MATERIALS. ISM •W"M Y AVKSEH.S MOvDG PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED , A ' CONFIGURATIONS NEE AS LIM& ON ANCKw CHART ON SACK OF THIS SNECT 16) 007 ALL CONFl"ATIONS LISTEDADOVEADCSHOWN, ON TWS DRWdING. MDWCVER MSTALLAIM EXTERIOR ELEvA"DN SECTIONS 'A-A`,' b•D', L HOOK STktP KTAR AP LT TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SMOWN CONFIGURATIONS. ITN 4NSKTALL ALL ONE TAPCON IxEACHPAIRorfACtORT APKffQ M:7ALLATION MCICi IRA.ESS NOTED Ot1ERWISE ON ANC+@ CHART_ SEESACKOFTINSSMFET. IRI FLERtDA EX?Ru Ri )DODSERIESSLIDINGGLASSDOWISDOWTHIS RWT ALSO APR.ICS TO . DODO .SFRLEf. AN@ in-SCRIES.. ...... _ .. .. REV DESCRIPTION DATE JINI F + 0p I D A INT.RINC.RS SawFORD FL. TME: SLIDING GLASS .DOOR INSTALLATION WITH TAPCONS Lp DRAWN BY: 3B APPROVED BY: DATE: I0f25/0I ISCALEt NTS IDWG g: FLEX002' NN 5 s PPrP.rKR K ARNRCT ILa-LRATM vgwwccRING. MC.. FS6 MTEbwt ft PAV'_ WYE -A KAMtJN. f o=A. w-6-W-sokus FAA oT•L7-L!6 INSTALLATION ANCHOR — DOOR WIDTH i•ri/A' MAX. SH114 SPACE INSTALLATION ANCHOR SHIM AS RE'O'D R8 SCREW I TWO Br WOOD RD SCREW SHEATHING (SEE NOTES) _ 1-1/9 MIN By OTHERS H3 I EH3EDmENT Tv0 By WOOD Br OT RS CAULK BETWEEN ! By OTHERS DOOR FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING By OTHERS DOOR FRS CAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR SHIM AS RE01. HOOK STRIP 1/4- MAX. (SEE NOTES) SHIM SPACE INSTALLATION ANCHOR _ 1-1/9' MIN. 1.1/6' MIN. RB SCREW EMBEDMENT EMBEDMENT ZTEMPERED GLASS STUCCO (TYP.) CAULK BETWEEN SIDING . OR SIDIN' DOOR FLANGE BY IDIG I, SHEATHING SLIDING GLASS DOOR fRAmE PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS SHEATHINGPERIMETERBYOTHERSCAULKBY TEMPERED GLASS OTHERS STUCCO (7YP TEMPERED STUCCO OR SIDING _ GLASS (TrP OR SIDING BY:DTNERSByOTHERSSLIDINGGLASSDOOR JEaI..:i. '. •a. 5.. INTERLOCK DOOR k,. HEIGHT SECTION fi-B HOOK STRIP DETAIL GO 10#4 VD SLIDING, GLASS. DOOR FRAME SILL D 1) MMAT(R1AL% TLUOMY ALLOT 921A8 DSTALIwtIDN SCREWS MKT RE Qr' SMFrWE41 LENGTH TO IS" M NML CnKOMtMtOrfIC1CINTOTHT .fAPtOM_STK DQt4AWLATI7N ANCMCitS At MA MKT K KfuKLLATItENCHTOAATONSACOFTNIN: ECT. -/A' WTO-MASDRr OR CO,S ... ... _..._ D) VIC MATIDNZ ANCHOR EHARt L KH TAPS rLELT. - . . . s) IMSE LLICDMIED ACRYLIC CAULK roll PE DOOR rLAMGCSCAL A, MEAD t JAMltStUS£ DOOR 4CRisTt CAULK EDR ANDOER LW USE A . OR *J1OR OrSK"'NT111 OISLMGEXACT"DOOR SIZEINCMOT lAt 1N SIC^ P CNART, ftt ,____ OWMTItt ttftED VITH KAt LAW" rOR E APSE CLOSE KSJCN D2ESSIRSIZE I'D.___._ ... i i1. roR OCKET DOOR s12Ez usc. [Coast DTPwsz DOOR stzE c colrlGURATmrro rwscc oME+umG - MACE 04TALLATION ANCMdIS. IM "OUT W M= STRIP AS POWM - b GLASS TNICXMEi MAT WARY PER REDUDMCMEMTS Or AM EIM GLASS CMARTSDOORMTITISAPROWCQUSINGTEMPERED, GLASS IN SINGLE OtA2El. OR INSLLAt1NG GLASS _ lei -kw0 / SILL CORNERS ARE TO K SEALED.WItM 4 WILL JOIFff,SEAM SEALER11) SWR AS REWD, At EA SET OF WSTALL471ON AkCHORS. MX. ALLOWASLE SHIM STACK TO K 1/4'. 12M ALL INSIAUATION ANEMCAS TRKT DE PAK W In ION RESISTANT MATERIALS , b VMERE 'A' REPRESENTS ICVV4 PANEL AND 'O' REPRESENTS nXCD PANCL APPROVEDCwI&AATIo"S ARE As LISTED OM ANCHOR 0"T a DACR Or THis AEET. 14) ROT KL COM'IGRAT ti LISTED AWWE ARE S'NN ON TMgs DRAVING. HONWER INSTALLATION_ .. EMBEDMENT EXTERIOR E LE V A T I 0 N SECnwz 'AM•. -1-r MM STRIP KTAX MALT TO MTALLATIO) OF ALL APPROVED 9 [ CONF6ARA111103 : .. A j(jjj d A I-1/4' KIN. 2 PANEL DOOR SHOWN IL FLORt1w CES AKRS IQQQ SERIES $[DING 0.A.S DOOR 1S fMQ1Ma fMf IRINt ALSO APh)ES T0 ZtAM SEgEi ARID SDO SERIES REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY FLORID A: 1 INC..: ._FL. CAULKING UNDER SELL IN $ANFORD F.L DR SET SILL ER RED INSTALLATION ANJtaR OF CON=YET£ _ 3/16' DIA. TAPCON, TITLE: SLIDING 67LASS DOOR SECT -ION A -A^ INSTALLATION WITH"#8 SCREWS' __.. 4.: DRAITN BY: 38 _ . - ... APPROVED BY: E D11.200 ! ATE: 2/17/01 1SCALE: HTS JDWG /fLE=27 SHT I Of MWiWR R,- MD%JCT L AHLICOMM EAKA(ERWI Mt.- Yi NRCRNAtKAAy PKWT- ='t 2% mC"" 0W- ridM:DL Y7K. ARi•RLS•1%S. /Aa N'1-RRS•gLt rIM P.VJDESIGNER Sitt CTYP) j 98 X 3/4 SELF TAPPING SMS IX2X V8 TUBE NUtdJM SEALANT I MULLEN j 9 \-f9 X 3/4 SELF WW SA TAPPING SMS HEAD (TYP.) v ETWEEN FL SECON A —A (11 IOM P WJDESIGtER SILL (TYP) . ELFrPTA4M1x27n6xV9 TUBE MLLLION BETWEI V 1 a MULLION 4 SELF1--1000 S.H. TAPPING SMS HEAD (TV.) tiLAN FBETWEEN SECTION A —A (31 a MULLEN NER o PL ESa4SELFS1aX4X1/9 TUBE MULLION f9 X 3/4 SELF 1000 S.H. TAPPING SMS MEAD (TYP.) SECTION A —A .(5) APPUES TO HEAD do SILL WHERE I' X 4' 1000 P.WDESIGNER 2' X 4' TUBE MULIJONS ARE USEDSILL (TYP. AUXK ofATEDETAILC 4FM ADUrrO L ANDCOL ViEN *CKMtED) Ii9 X 3/4 SELF 0TAPPINGSMS SHEATHING Ix2x3re 0 0TUBEMULLION INSTALLATION ANCHOR R9 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP . TWO BY WMD 09 X 3/4 SELF elk TAPPING SMS BUCK BY OTHERS HEAD CTYPJ 1000 P.V /DESIGNER SECTION "A —A (2) SILL (TYP.) MULLION APPLIES TO MW a SILL "HERE V X Y itN10. P.VJDESIGNER N9 X 3/4 SELF k I- X 2 7/tr TUBE MULLIONS ARE USED SILL <TYPJ.. TAPPING SMS MAIL B 9 X 3/4 SELF TAPPING SMS I E MULLI x TUNE MULLION 2 X 4 X 3/8 TUBE MULLION 3/ 1NSTALLATIW ANQOR to VmD stREV cTYP. mmm CLIP L1 1/8' Mm EMBEDMENT 9 X 3/4 SELF ) I I000 &K TAPPING SMS HEAD (TYPE t9 X 3/4 SELF SECTION A —A (4) TAPFDVG SMS7.,L HEAD (TYPE . 1000 P. YP. VJDESIGNER SILL QSECTION A —A (7) TAPPING ELSMSF gA B•O I X4X3/9 T TUBEMULLI614VOL1gX, sr sp , 0 I SELF SMS i cTee_t, FLORIDA EXTRUDERS wERNAT10NA4 'Kc SAMIM, F10=A T=, SER 1000/1500 FIN SHEET 1 OF 2„ TRIPLEHORIZONTAL MULLION SECTIONS SEE OTHER S I DE ( SHEET 2 -OF b -FOR DESIGN PRESSURE - CAPACITIES DRAW BY: MSH APPROVED' BY. DAT:2/ 6/02 SCeIg:NTS -DWG» 1HMFINTR SEALANT BETWEEN Joao P.V./DESIGNER - MULLION TO O JRMB VDOXIV FLANGES SILL CTYPJ tAPPV& X TO JAMB MULLIONS X 4' DETAIL 8 tt MULLION 1000 P.W./DESIGNER k 2' X 4' TUBE MUWCkiS ARE US®) Q SILL CTYP.) # 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE OR MASONRY —\ •, BY OTHERS 1 X 2 X 1/8 1 X 2 x 3/8 INSTALLATION ANCHOR 3/16• DIA.' TAPCON SCREV MOM CTYPJ TUBE MULLION TUBE MILLION __ KILLIONfiSEALANTBETWEENONEBYWOODWTALLATIDNCLIP VI",FLANGES WiTRAL nOIRMA B.O.A.F. BUCK BY OTHERS MANUFACMM NAME: 1 LdR/Lbf. E.n4'll/3,EJ45 . 8 X 3/4 SELF . _ #8 X 3/4 .SELF R y MULLION 1000 S.K TAPPING SMS load S.K ' TAPPING SMS ( 71 HEAD CTYPJ BEAD CTYPJ F "LANGEs .sEc-no! A —A i1i SECTION A —A (2) 1000 P.V./DESIGNER T"UP SIGNER1000P.V DESIGNER SILL CTYPJQ3/4 SELF 3/4 SEL#8 X 3/4 SELF NG SMS ING SMS 1 x27/16 X 3/8 TAPPING SMSI1X27/16 X 1/8 2.X 4 X 3/8TUBEMULLION/ TUBE MULLION /— TUBE MULLION L EMBEDMENT SEALANT BETVEEN VINDOV DES SEALANT BETWEEN VINDOW FLANGE L MULLION 8 X 8%4 SELF .#8 X 3/4 SELF Joao sm TAPPDIG SNS I000 S.H. TAPPING. SMS HEAD CTYPJ HEAD CTYPJ SEALANT KTVECNSECTION A —A W 5FCTI0N A —A (4) #e x 3/4 SELF a MULLION TAPPING SMS Joao P.YPV DESIGNER . SEAL.ANT BETWEEN laoo P.V DESIGNER SILL CTJ vDmav FLANGES SILLCTYPJ 1000 Sit 8 X 3/4 SELF 1. „ '#8 X 3/4 SELF HEAD CTYPJ I{APPI TAPPING SNS 1 X 4 X 3/8 SECTION A —A (7) TUBE MULLIONIIIf1X4X178 /'' TUBE IONL 8 X 3/4 SELF #8 X 3/4 SELF 1000 Sii TAPPING.SMS S.R. TAPPING SMS 1 $ 2 LEAD CTYPJ WAD cm.) SECTION ' A IEIAIL fl - rr A 1 A.... ,. ELFVAPON, j }. VIEWED FROM. EXTERIOR FLORIDA EXTRUDERS SMFFOM. FOMIA z: SER. 1OOO/ 1560. FLANGE SHEET 1.OF 2 " TRIPLE-- HOR I ZONTAL ' MULL'I ON SECTIONS.. SEE OTHER SID£ ( SHEET' 2 OP, .2) FOR DESIGR,P,RESSURE CAPACITIES DRAIIN HY: MSH . A>?PRQVED' HY Ders:2/6/O2 scums NTS -. I>rEG ` 11iMFl-GTR`. r`. a 9 1000 P.W./DESIGNER SILL ATYP.) k8 X 3/4 SELF TAPPING SMS Ix2X1/8 TUBE MULLION SEALANT 31 WINDOW FL L MULLION SLALANIWINDpOV 'F `LAN ES _ " —k8 X 3/4 SELF L MULLION 1000 S,M, TAPPING SMS SEALANT BETWEEN WAD CTYPa v FLANGES SECTION 'A -A (1) ION I000 P.V DESIGNER SILL (TYPO k8 X 3/4 SELF TAPPING SMS i X 2 7/16 X 1/9 TUBE MILLION Y 0 FLANGE L MULLION .. k8 X 3/4 SELF 1000 Sit TAPPING SNS HEAD (TYPO SEALANT BETWEEN ,SECTION .A —A (3) WINDOW FLANGES L MULLION 1000 P.V DESIGNER . SEALANT BETWEEN SILL (TYPO WINDOW FLANGES, L:MULLION k8 x 3/4 SELF TAPPING SMSI TUBE MILLION k8 X 3/4 SELF TAPPING SMS HEAD (TYPO.: SECTION Am -A (5) r1000 P.V DESIGNER SILL CTYP.) J k8 X 3/4 SELF TAPPING SMS 1. 1x2x3/1 APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING TUBE MULLIEtN — — INSTALLATION ANCHOR SO VOOD SCREW (TYPOiMULLMN O - EXTERNAL MILLION INSTALLATION CLIP TWO BY WOOD k8 x 3/4 SE B K BY OTHERS 1000 S.H. TAPPING SMS/ .,L . HEAD YTYPO ACTLmm rfA= MILLION SECTION A-A. 2) IODOr P.VJDESIGNER Stu (TYPO 1t r rIk8X3/4 SELF 1000 P.V DESIGNER A TAPPING SMS SILL (TYPO 1X27/16X 8 l TUBE MULLION k8 X 3/4 SELF L_ A ' TAPPING SMS 2 X 4 X'3/8 TUBE MULLION; LETVEEII 1 1/8' MIN EMBEDMEN _ fl.EYY0I10t! SEALANT BETWEEN _ _.:_.. _ VIEWED FROM DaEWOR' WINDOW FLANGE L MILLION nENL Q 'APPLIES TO MEAD a 57L1 KM1IERE t• x 2• a 1• X 2'7/16• TUBE MULLIONS ARE USED k8 X 3/4 SELF - 1000 S.H. TAPPING SMS ` HEAD (TYPO — SECTION A -A (4) ALIAnom pi4c"m k WOOD .SCREW ctv..) 1000 P.V DESIGNER ' NHmz. t SILL (TYPO 98 X 3/4 SELF TAPPING SMS I X 4 X 3/9TTUBEMULLION k8 X 3/4 SELF 100D S.H. TAPPING SMS HEAD (TYP.) s SECTION A -A _(6) k8 X 3/4 SELF . TAPPING SMS low S.H. SECTION A -A '(71 r1 VrWKHEAD (TYPO FLORIDA EXTRUDERS I,° FOPM ti J SER.1000/1500 fIN SHEET 1 OF 2 s •. THIN -HORIZONTAL MULLION SECTIONS- SEE OTHER SIDE CSHEET-2 OF 2) FOR DES.I GN;, PRESSURE CAPAC I T I ES BY: MSH A"ROVED. BY: DATE:2/6/02 ISCAM NTS DVO.: 1HMF INTW SEA_ANT IEVEEti VDQ10W FLAtisS MILLION 1.0A P.W./DESIGNER SILL (TYP.) Its X 2/4 SELF TAPQIN3 SAS r:X2X 1/2 T_ct KLILLIIBN SEALANT 3=TWEcY S- WULLIN 0 X,3/4 SELF4 .33i SL TAPPING SMS rAZ . YP.i S_ALM n W-EN Vik=. J F ADS C,-CTION A -A ( I fl OG ? WYDESIGNER 1 SILL (TYP. t9 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/6 TUBE MULLION CGC P.WYDIESIG ER I TYPICAL :4ULLION TO Coi4C.BEFE G JAMS rSTLL (TYP.) j (APPLIES TO JABS W-fERE 1' X 4* I ) k 2' X A' TeE MULLIONS ARE USED) Q nX 3/4 SELF II T— TAPPINC. SMS ' Il 3Y erKERSIt X2X3/ 3,Ca MASONRY I \ 1 vim K to : MNBY WOOD— i aSiizt> i.+ A.7.r. 81c c=flTF;S i MANM 4- # 6 X 3/4 SELF iC% S4 TAPPING SMS 1 I I _ . TTP: rAsr.R M— I 1 SrCTiON' A —A (2) 1. 6 P.W./DeM -NER / " 23LD f W /3ESTGNER f ML (TYP.) j SILL (TYP.) j sE X 3/4 SELF ( Q i } TAPPING SMS its X 3/4 SELF 1 X 2 7/16 X 3/2 TAPPING SMS i f TUBE ? 0,ULLMN2 X 4 X 3/8 1 V4• MIN. TTtBEI4L:.LI: t!(?c. rk i 1NS TALLATIONANDCR 3/15• DIA TAzZ: h SIMEV AxCt-°R-('YPS EXiERN41-" MULLl_fi LKSTALLATIDN CLVO, MiLLMIN SEALANT 9E vCEN WaZ11".a`r FLANGES S:A.LANTBETWEEN WULLION ti NDINW FLA " t NULLIQN 9 X 3/4 SELF ` FS X 3/4 SELF - 1000 S.H. TAPPING SMS 1Wi S.tL TAPPiN.i SMS \ I— A HEAD ( TYP) i-EAD (TYP.) SEALANT °` TWEE' SECTION A-P. (3) SECTION A —A (4) 11 MULLM% % a8 X 3/4 SELF IOW P.W./DESMNER- SEALANT BETWEEN r-•1000 P.W./DESIGNER TAPPING SMS rSILL £ TYPJ W tmmd FLU. _S SILL (TYP.) `-1CCO S.A. i MtXLMN HEAD ;TYPJ s:9 X 3/s SELF k9 X 3/4 SELF TAPP NG SMS TAPPING SMS X, SECTION (7c'LEVATiON l- t 4 X 1/8 /-1 X 4 X 3/8 A -A 1 McNED FROM EXTERIOR FLORIDA EXTRUDERS TwAnONAL. RIC Sa OPM fWPMA . f Carty: SER. 10130/ 1500 FLANGE .SHEET 1 Gf -c 1 TWIN. HORIZONTAL MULL t ON 'SECTIONS f _. _ j SEE V I HE t,c Jf'tC-t 1 L r . 2i FOR Ik9 x 3/4 SELF 4 0 8 X3/• SELF t DES I C1W PRE'SSURr CAPACITIES.. loco SA TAPPING SMS_- - 06G S.A.TAPPINC SMS HEAD (TYP.; HEAD £TYP.) 4 'D aN IiY: MSH APPROVED BY: r, {T ON A .,a, () =!'Ti ' A -.A -.. Fa 15 2 L ., T N r _` . Dnrs:2/a/.,? SCAU: NJ I S . DXG.: " , HM!•L s7 d 7 1D00 P.V./DESIGNER SILL.(TYP.) IFS X 3/4 SELF TAPPING SMS Ix2X1/8 TUBE MULLION SEALANT BETWEENWINDOWFLANGES- HtLLION SEALANT,D&WEEN WINDOW FLANGES 8 X 3!4 SELF XA.IGN 1006 S.H. TAPPING SMS HEAD (TYPOSEALANTBETWEEN Woom F SECTION A —A (1) IWO, 'P.V DESIGNER SILO. (TYPJ f8 X 3/4 SELF TAPPING SMS 1X27/16X 1/8 TUBE MULLION FLANGESWINDOW L IUL MN f8 X 3/4 SELF 1040 SSI ..TAPPING SMS HEAD CTYPa SEALANTSECTION A —A (3) VO4WW FLANGES MULLION r1000 P,V./DESIGNER SEALANT BETWEEN SILL 4T= WINDOW FLANGES I L MULLION 8 X 3/4 SELF TAPPING SMS IX4X1/8 TUBE KILLION O8 X 3/4 . SELF 1000 K- S TAPPING SNS HEAD CTYPa - SECTION'A—A (5) 1000 P.V DESIGNER SILL CTYPa O8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION ALMI uw P1• WOR APDITtONAL ANCHOK VlfN REOUWJ) , DETAIL APPUES TO HEAD do SILL WHERE t' X 4' do 2' X. 4' TUBE MUWONS ARE USED ATHING INSTALLATION ANCHOR #8 VOOD y SCREV CTYP.) EXTERNAL MULLION INSTALLATIOJ CLIP Imo rH SELFNLFQII..WO BY D "sbrxT4OTHERAPPIN 5 ' MANCJFACTt)RM NA ME.- HEAD..CTY" AR/A¢ MULLIONSECTION A=A (2) - T # 6 - r1000 P. W DESIGNER SILL (TYPO S a. M' L8X 3/4SELF1000 P.V DESIGNER NGSHS SILL CTYPJ1X27/16X3/8 TUBEMULLION •8 X 3/4 SELFTAPPINGSHS2X4 X3/8 TUBE MULLION SEALANT BETVE MUr E° MULLION. FLa L MLLmN. s8 X 3/ 4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SECTION A —A ( 4) 1000 P.W DESIGNER SILLCTYP.) O8 X 3/ 4 SELF TAPPING SMS 1X4X 3/8 TUBE MULLION 1 IS X 3/4 SELF 1000 S.N. TAPPING SMS HEAD CTYP.i • EMBEDMENT IIEYdDQy MEWED FROM EXTERIOR DETAIL 8 APPLIES TO MEAD & SILL WHERE I' "X2• 2 7/10' TUBE UUtUONS ARE USED ALLATION ANCHOR .. tre WooD SCREW tttiP Ct >r s8 X 3/ 4 SELF' TAPPING SMS two S.N. SECTION A —A (7) HEAD (TYPO t t/9' WK emwow FLORIDA EXTRUDERS irrr rtaztoxat.. _ixe S.A2 tFF00 HOF= SER. 1000/ 1500 FIN SHEET 1 -OF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2- 6F 2) . FOR DESIGN PRESSURE CAPACITIES Gam. .s DRAITN By. MSH APPROVED .BY: f Lfuc i I L low F.V./oESIGNER w LL (TY?) Z9 Y 3/4 SELFTAPPINGSPAS 2YQX;18 SEpr„As: 1 1l:SV F; t W.1LMN t IETVET'h ' I.00 SA Apptp S.MS w.CITF.s YWZ ' Lit" SECTION . A —A (? t L MULLMW M P.W /DESIGNER SILL CTYP.) P8 X 3/4 SELF TAP?ING SMS I X 2 7/16 X 1/8 TUBE NLLLftIN SE&A-r BETVEEM 1000 P.V I}ESIGKER T`lPFCAL MULLION TO CONCRETE G ,IAMp nLAPPLIESTOWHEREI' ? SILL CTYF.) d2' X 4' .95E MULLIONS ARE U'M;Q C 6A X 3/4 MY 5 TAPP; N* SMS CONCRETE OR 14A3ChRY I BY OTHERS t I I A3/E T uSF' iLl t apit, By VOCL•_ BL R B" OTHERS umaalfa4 = A'i+VZii A, D.O.A.K 49 X 3/4 SZ.F tv t /vf+tp wt t.. CSS ,aPPINC SMS %4 f iEiC a/ilER.1 i AM: I EA , CTYPJ ftl.i7D/4- x7-RyDERS 1i i SECTION A -A (2) MASM FILE T 1caG a.v T,E.;t:tiR i T IN' STN_T..4T1CS ANG}{GR 3/I6' bIA TA, nM S:tiV Ah*_-M CTri rX TERNAL NJL1.11'T INSTAULATICA CLIP M. L144 SILL CTYPJ T# 4 X 3/4 SELF '.0_'L' P,V BESiuNER TAPrN'uSNS 1 X 2 7/15 X 3/8 ILL CTYPJ 1 Tu? E MULLION I . r-I I-.— 1 1/4' MAL se X 3/4 SELF EAB DENT TAPPING SMS vmmV FLAt S L J trtr`tLICN SEALANT BEWEL / VINBQV FLANGE -C tKJLLICM8 X 3/4 SELF \—:a x 2/4 SE- Imo S.K TAPPING SMS lr}00 S, TAPPING SMS FEAR CTYPJ FZAD CTYPJ SEALANT BETv=_EN SECTION A -A (3) SECTION A —A (4) v1NDDV FLAKES t TTT;;.i19`f IWO P.VJDESIGNER SEALAW BETWEEN SIL1100 P.. T./DESIGNER SILL CTYPJ VINDCtr rLMiGfs - ! L CTYPJ M L LLIuNj s6 X3/4 SELF Ira X 3/4 SELF TAPPING SMS TAPPING £MS 1 X 4 X 1/8 r I X 4 X 3/8 IWIL MLMX; L UN / TwBE KLA_LMn 2X4X3/8 TUBE MULLION s6 X . 3/4 SELF TAPPING SMS ELEVATION 1cD04S.H. SECTION A —A (7) V EWEC FROM EXTERIOR FLORIDA EXTRUDERS tx "opm, rrai<, mA SANFORD, FIARIDATMMSER. .1000/ 1-500 FLANGE SHEET 1 fir" 2 i H^ uR IZuNTAL iivL LI I; SEC I0 f SEE OTHER S23 lSn L C ur 2i rOR r8 X 3/4 SELF 49 X 3/4 SELF j DESIGN PRESSURE ; AGA'..1TIES TAPPirlG SMS TA4PP.S SMS ' 1DSI^r. • Sit . low S S. HEAD CTYPJ HEM tTYP.`, !DRAWN BY: MSH APPROVED BY: SFCTti.' .", fi #` % 1i DAiE:2,( 02 _SCABV'S. DlfG.: 1HMFLCi` T i X 2 X 1/8 JAMB S.H. P I X 2 X 3/8 TWO BY WOOD AI CIAM1BYP TUBE MULLION TUBE MULLION BUCK BY OTHERS i8 X In SELF i8 X 1/2 SELF I "I MIN, TAPPING SMS TAPPING SMS EMBEDMENT 1 2 X 4_X 3/8 SHEATHING SEALANT bEr*W SEALANT BETWEENTUBE MULLION INSTALLATION ANCHOR i8 WAD VINWV 1G.M[JiJ10l1 FRAMEVINDWSCREWtM!LlD3Y CTTP!' 88 X I-L/2 SELF i8 X 1=1/2 SELF EXTERNAL MULLION . TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A -A_ S SECTION A -A M- MILLION- 1 X 2 7/16 X I/8 IWO SA APPLIESAPPLIES TO HEAD dt Slll W1{ERE T * X 4' 1000 S.H. TUBE MULLION 1000 S.H. 1 X 2 7/1fi X 3/8 JAMB CTYP.f 2' X 4• TUBE MULLIONS ARE USED JAMB (TYP.) JAMB (TYP.) TUBE MULLION APPLIES TO MEAD &SILL WHERE 1' X Y 1• X 2 7/16• TUBE MULLIONS ARE USED i8 X VT SELF 49 X I/2 SELF i8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS Ai 88 WAD SCREW CTYPJ SILL CUP i8 X 1-I/2 SELF rLAMGCS SEALANTWINDOW ETWEENFRANC TAPPING SMS L NEJLI IDM N: MULLION WINDOW FRAME a MLLI fONJ SECTION A A (7) SH[ATMWG EMBEDMENT i8 X -1-V2 SELF 8 X I -In SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION A -A (3) SECTION A -A ('4) vow AUX1! tARY PLATE 1 X 4 X 1/8 1 X*4 X 3/8 Q CFOR ADDITIONAL.ANCFORS. WHEN REOUiRED3 TUBE MULLION TUBE MULLION YohF B• O Lam"' F.- fl A CTYK) aRtpR i -' I O O JAMB 08 SELF TAPPING SMS CTYPJ r DE?ALL B MILLION i8 X V2 SELF TAPPING SMS 8 X V2 SELF TAPPING SMS EL VIEWED FROM EXTERIOR FLORIDA EXTRUDERS IMNATIONAL, we SANFOIM, FLORIDA rn .e: SER. 1000/ 1500 FIN SHEET, 1 OF'2 VERTICAL MULLION SECTIONS SEALANT BETWEEN SEALANT BETWEEN 0 B SEE OTHER S I DE { SHEET 2 -OF 2) FAIR MULLIONi8DESIGNPRESSURECAPACITIESX1-1/2 Sl].F . " i8` X,1: 3 SELF TA"V G StIS .. TAPpDVG SINS ' DRAll2t EY: MSH APFR6YED BY SECTION A -A f5) SECTION' A -A f6) DAT9:2/6/02 SC=.NTS D1fG.: I.VMFIN loccSA i X 2 x 1/? tQ30 SI•t. 1 X 2 X 3/9 C•W_ BY VOOD__ DETAIL C JAMB C TYF.) j TUB-_ MULLiGN . JA.a!B CTYP.), TUBE SfULLION ; 3UCK BY CTSZ;zS \ j ! C•ONCREc C- MASONRY 4 \ t ex'/'c SELF •6 x iG SELF 1/ 4' MIN, BY GTHEQS EMBEDMENT Q d 1 TPe?iPiG SMS TAPPINGSMS t T S_ A.AI+* BF v'Rti \ 'L 3ETYEr i \S RL'ATI` N ANC.! 4 3/16' MA. l'-+i.'L^' MC -CS Y'st.' v f 4ti•C=S. 1 , .. tYP`R.NSC c.. V- A .C.r-fri C'%r= , MULLION \ L M a c X { x 3'E \ Ao X /a $:•fir AE x r-I/c SELL TAPPIK_ SMS 1.04PPI :; SMS /f x MLL._.31 f NSA ATrr4 CL:P aECTIDI` [ L' , i SECT ON A —A i2 i W MULL ifti 1 j1 ( ES vLrzFW dC51 L rtitHFQ 1 x 6 1 X. MULLION 7/ a6 % :/ E 1 X 1003 SY - x tiL TUBE. 2' X i.Er UU"LLV4,cAREr'SED,. c7/15 X 3/6 1 _ 10% S • i -t iC-30 S.H. TUBE MULLION JAMB CTYP.) JAM? CTYP.) JAMB CTYP.), ! `.., Me x V2 SELF INSTALLATION ANCHOR ti5 x i/2 SELF wB X 1/2 SELF TAPPI! G Sys i 1-3/ 16,.DIA. TAFCC•N TAPPiNCSMS TAPPING SMS I f SCREW .ANCHM CTYPJ SILL CLIP Q _ j re X I-1/2 SELF SEALANT 1l:TVEiN —1 SEALANT SETVEEN SEALANT BETWEEN TAPPING SMS VIN^-V FLANK VWSIV FLAI' uES VINB01+ FLRNGES [ WJiL[OA EM3EBN-NT Ire x 1-1i2 s\—;;a x:-: 2 SELF _SECTION AL ION & MULLION -A 17; TAPPING SMS- TAPPING 'SMS DETAIL C PRECAST. SILL BY -&HERS SEQUIN A — A (S`. SECTION A —A (4) Y A_tx1_lARY P .ATt OWTIC A ANCHORS N Rcr JD2ED) I x 4 x 1/e r X 4 X 3/6 TUBE MULLION rTUBE XULLICw'i O • t0• Q i A A t !(O__ 0 130C SR 13w S.M. -} t JAMB CTYP.) l JAMB CTYPJ . 1 o rLr rwonrar \ M;9 f ti7>: J SMS (TYP.) ...`— TA i EA t p re X 1/2 SELF *8 x 1/2 SELF MEWED FROM EXTEMOR - TAPPING SMS TA?P;NG SMS — --- `— tmeFLORIDA EXTRUDERS. FroRma krrr[E: SER 1 OOd/ F 5u©F LANE SHEET 1 OF . 2 VER- iC AL MULLION SECTIONS SEALANT BSTICEE.•! SEALANT' XTVEEN vIMULL FLaNG=S vW3 r AN -ms SEE. l THc R S IBE (SHEET' c MULLION - >V kuIDt+ DESIGN- PRESSURE; GAPAC I T f ES _- reX 1-i/2-SELF #8 X 1-112 SV_F TAPPINu TAPPING SMS DRAIPIT By. F' ...... MS FEB 1 2 _ nm SEC'O:NA.A0i ti iiQN A —A (6 !DATE.2/1/0C 3C1LIE:'dT$ D1TG .NucLG 1= S.i4 I x a x 1/8 1.= SyM- - 1 X 2 X 3/e JAMS (TYP.) TUBE KU-LMN L-,LTu3,-- muL Mh 6 X 1/2 SELF ike x I/;-, SELF 2 X 4 X 3/6 TAPPING Sn TAPPiMGSMS TtBE ?WLLMN loci; S- N SEAI-M, UIW--L-N FLAgm VLNM-'-f•VINMV we J( .-112 S:-F' L IMLM L a x 1-;/Z SELF Sm! TAP sms SEC SECT: -,iON A -A (1) A A (2) 1 X 2 7/16 X VS I X 2 7/16 X 3/8 i^a4 Sit TUBC KPLLMN' 1=. TUBE KULL-104 TYPICAL VP-r;-^A, TO HCR2CN-1AL MULUON TO MULUON WL 14X 5R -2X M:-; L L V INTERNAL CLIP a x,va SsLr SKS t ram- IX CIR ?X MULIL (,ryp.) JA.M2 (TYP.1, JAMB C'YP,' %rNDOV F #8 X 1-!/2 SELF EJLLMN TAPPM- SMS SECT!ON A -A '(7)jj 8 x 1/2 SELF F], #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALAMT KTVM SEALMT BETWEEN WINWW FLA"= wDtow FLMGEs -V 48 X 1-1/2 SELF mumm L MULLION TAPP!%*.SMS X 1-Lola. SE! TAPPING SMS SECTION A -A Q) SELTiON-A-A (4) vIX 4 X Ve /-I X 4 X 3/9 TOE: 14ULL 1-3t, TUjQjojL,1(3N r OVA IWO S.H. 1000 4, r ,,-7mft- A 12 SELF #8 x ve SELF TAPPING SMS TAPPING SMS Its 11 ' r TAPF111 SEM-Aw KTVM SEALANT BETUCEN _VWNDOWFLANGES 118 X 1-112 SELJ 1'. TAFFM S;P-' X 1-1/2 SELF SECTION I A -A j5 ' TAPPM SM.S FEB 15 2W2SECTIONA -A E V4TALI-AMN A404CR tMEV A.-CCR qW3 SLL CU-1- i. 1 1/4' MIX P-IMAST SILL By OTHERS AUXUARv PLATE CF:!;Z A:M,.1TMNAL AW-iMS. W-CM REWUMM, 0-" 0 0 FLORIDA EXTRUDERS M 1-2atniVILUVAL, M. S,0W01M,'FWWA n=*SER 1000/1500 FLANGE SHEET 1, OF-2 VERTICAL MULLION INTO HORIZONTAL' SEE .0THEk Si1;t-(.SLfEET-2, OF 2) -FOR DES16N1,PP'ESSJURE CAPAC,.1,TIES, DRAWN BY. M SH. APPROVED ,BY. DATE-2/6/02 iscmz:,N-TS IDWG.: IVMiAMFLG. I 3/ SEALANT BETWEEN APPLIES TO HEAD & SILL WHERE i' X 4' u & 2' X 4' TUBE MULLIONS ARE USEDWDNDDWFLANGES + L MU1ItN TM ARLI7mN L ANOOM WHEN ACMARM DETAIL C 2000 P.V DESIGNER 2000 P.v DESIGNER SILL (TYP. SILL CTYP.) O PTA X 3/4 SELF a8 X 3/4 SELF SHEATHING PING SMS TAPPING SMS IX27/16X1/8 1X27/16X3/8 —4 ITUBE MILLION `TUBE MULLION - _ iNSTALLAT ON A to WOOD NLL SCREV CTYP3 SEALANTWINDOW FLANGES ` _ L MULLION EXTERNAL MULLION INSTALLATION CLIPTWOBYwm sum BY OTHER X 3/4 SELF #8 X 3/4 SELF PPING SMS IOW M TAPPING SMS MULLION. HEAD CTYP. HEAD CTYPJ 2000 P.V./DESIGNER APPLIES TO MEAD t SILL WHERE t' X Y SECTION A —A (1 ) SECTION A —A (2) SILL (TYP.) & t• x 2 7/1a• TUBE UWJONS ARE usmAIL@ 49 X 3/4 SELF TAPPING SMS 2.X4X3/8 TUBE MULLION TN1ATMN ANOM y Np W= SCREW CENTRALjj y+T (s 'o•s• SEALANT BETWEEN ot2 0.. 61 MULLIONa,A a' WINDOW c.+.+.fjAw' Li 1/8'. MUi, pRlD EMBEDttENT ... . --lue nt Nr xrea_c - SEALANT BETWEEN SEALANT BETWEEN vD FLANGES 08 X 3/4 SELF TAPPING SMS i i MULLION t MULLION 2000 P.W./DESIGNER sw. pie 000 Sit2000P.V DESIGNER HEAD CTHEAD X 3/4 SELF TAPPING SMS 1 X4XL8 rSllt X 3/4 SELF SECTION A —A (5) TA TAPPINGSl1S I X 4 X 3/8 . 1 TUBE MULLION TUBE MULLION FLORIDA EXTRUI3ER0II1'UNATIONAt, INC SAW010, FLORIDA j . nT SER. ' 2000 FIN SHEET I 13F 2 - ` TW' Irit HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2. OF"2) FOR 8 X V4_ SELF SO X 3/4 SELF I}ES:I Gtv, _ PRESSURE•t^CAPACITIES . _. `_ TIU'PNG SMS SAPPING SMS Sit- HEAD ( THEADP.) , f f 82W : ` nRAuut1 3x: MSH AFPitovIll s7r: SECTION A -a f31 SECTION a Af4} .. DA 2f6/02 sc U NTS un>;.: `2HMFINTR s t e— A J L. A TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL B Ac 2' X 4' TUBE MtA1RXV5 ARE USED) . 2= P.V fBESIGNER ZOW P.V DESIGNER SILL <TYPJ rSILL CTYPJ CONICRETE DR MASONRY_ II8 X 3/4 SELF r1 f8 X 3/4 SELF BY DTMS TAPPING j'I X 2 7/PP 16 X 1/8 TAPPING 1 X 2 7/16 X 3/8 _ INSTALLATMN ANCt t 3/16' Mk TUBE NRLLION TUBE MU..LMN TAPCON SCREW ANCI R (TYPJ DNE BY WDD " CTERNAL- MU LIDN twTALL4T= 0L1PBUCKBYOTHERSSEALANTBETWEEN WINDOW FLANGES Vw FLU t NULLMN t muA" 2000 P.VJDEY1piER 4 _ MULLION t8 X 3/4 SELF #8 X 3/4 SELF SILL CTYPJ 2m S.H. TAPPING-SMS 2= S.H. TAPPING SNS HEAD CTYPJ HEAD CTYPJ f8 ,X 3/4 SELF r , SECTION A —A (1) SECTION A —A (2) TAPPING SMS 2X 4X3/8 TUBE MILLFON 1 A.F. SEALANT BETWEEN 1 1/4' MIN. FLORM(;ILIaT. i_ EMBEDMENT ::.. oRjPh ., p ru.'.' DETAIL ll_, 8 X 3/4 SELF SEALANT V FTBETWEENA TAPPING SMS 2WO P.VJDESIGMER 2000 P.VJTESIGNER HEAD CTYPJ _ SILL (TYPJ sDJ ,<TYPJ SECTION A -A (5) IIS X 3/4 SELF = •8 X 3/4 SELF TA LNG S1I X 4 X 1/8 TAPP1lK, X 4 X 3/8 Ff FVAIlQ$~ T1J1iF MULLf I TUBE MtLLlfkl VINtl) _ FROM EXfMOR FLORIDEXTRUDERS AnONA , me WV= W FLANGES SAW01M FLORMA NUUMN Tmz: SER . 2Q .Q_; FLANGE SHEET-; 1 TRIPlE HORIZONTAL MULLIChN_SECTIQNS. R8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET 2. OF .2) FOR fin awJ.:: WAD Cem CTTYPJ DES IGN-=PRESSURE-CAPACITIE$`=' .. SECTION A= A (3} SECTION A -A (4) r. .. ...,.. k_ . _, y. _........ 18 $ 2W2 DRetrrl BY. MSH DATE:2/ 6/132 s tE:>WTS•---fnrc.:HME€GFR-- DEfA1LTYPICALC e0 Sit 1 X 2 7/16 X 1/8 2000 S.K I X 2 7/16 X 3/8 VERTICAL TO HORIZONTAL MULLION TO MULLION JAMB (TYPJ TUBE MULLION JAMB CTYP.) TUBE MULLMN 1X OR 2X MULL M8 X 1/2 SELF E8 X 1/2 SELF WSTALLATIDN SCREW ' TAPPING SMS TAPPAC SMS INTERNAL CLIP 2X 4.X 3/8 k Y TIME M&LION e X ! 1/2 SELF 2000 Sx 1X SEALANT ilETVEEN-. WISEANL TAPPING'SMS JAMB CTYPJWtI100iiXtLiflNI18xt-i/2 SEtF DR 2X MULL TAPPING SMS QUAIL E 8 X 1/2 SELF SECTION A -A (1) SECTION A -A f2) - TAPPING SMS A LA ANCHM SCREW ANCIM CTYPJ 1 X 4 X 1/8 1 X 4 X 3/8 _.. SILL CLIP TUBE MULLION TIME MILLION V. 2000 SJi• 2000 Sit SEALANT IIETWEEN _.. 88 x 1-1/2 SELF 1 1/4' JIM CMDEVOIT JAMB (TYP.) ..JAMB (TYPJ vi " '' SECTION A a PRECAST SILL sf aTNERS R8 X 1/2 SELF hT X 1ic SELF WGR AMT10IUL ANGIMS, MiElf REGMEM TAPPING SMS PPING SMS o LLJ SEALANT,DETVEEI+' - 1-1/2 SELF a VV0aV;FLAMGES WI TAPPING SMS L10N - \—#S*X 1-1/2 SELF A AMill TAPPING SMS MUJION SECTION A -A (3) ECTION A -A (4) Sm CT iB SELF TAPPING `—ten TA H E VATIQN . IEWEO' FROM EXTERIOR FLORIDA EXTRUDERS u?jEmnoKAIh IN; sAMRD; FIXIMA of Tmr- SER. _. 2000 FLANGE - SHEET 1` -`OF 2 VERTICAL_'MMLION INTO WORUOVTAL SEE OTHER -SIDE. CSHEET2- OF 2) FOR,; 4DESIGN-PRESSLIRE`CAPACI-TIES -, t w EJ DRA1f14 HY:.1BH HY I APPIOYSD DATs:2/2/02 ... SCAIE: NTS.._ 8 APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED t a umi uRr P eTE r A FLO:U A 1'•+ arot o rtnww O , v[w rtcotu DETAIL C Y t , NUACTU NAME. SHEATHING O O . V BETWEEN FLANGES MASM INSTALLATION ANCHOR #8 WOOD L KLiION : SfYtEV (TTP 2010 P.WJDESIGNER 2000 P.VJDESIGNER SILL (TYP.) SILL 'CTYP3 0 NS X 3/4 SELF I«8 X 3/4.SELF EXTERNAL MILLION TAPPING SMS. TAPPING SMS INSTALLATD3N CLIP TVQ BY, WOOD . BUCK ,BY OTHERS - I X 2 7/16'X- I/8 I X 2. 7/16 X 3/8 , TUBE MULLION TUBE HLLLMN MILLION ... SEALANT BETWEEN VDtIXIV FLANGES L MULLDEIG1Ll ION2DOO P.WJDESIGNER SILL ( TYP.) t M8X3/4 SELF i8 X 3/4 SELF 3000 S.H. 'TAPPING 'SMS 1000 S.K TAPPING SMS 48 X 3/4 SELF A / HEAD ( TYP.) HEAD CTYP.) / TAPPING SMS SECTION A —A (1) SECTION A —A (21 TUBE MULLION L 1 vs• n ESEALANT BETWEENMBEDMEN - F3. EYdDOH WWV4WWW FLANGEVIEiMED'FROM EXTERKXt Y NU.LMN _ . QETAIL B . APPLIES TO HEAD. Ir • SILL WHERE i' X 2' t_ y_X 2 7/16' TUBE 1 ALMIS ARE USED SEAL ANTFLANGES SEALANT BETWEEN ALLAnM AND= WINWINDOW FLANGES .., ...N WOOD SCREW L. MULLION* L MULLION .. .. QTPj 2000 P.VJDESIGNER2000 P.W./DESIGNER k8 X 3/4 SELF NORM. CLIP SILL CTYP.)' SILL (TYPa TAPPING SMS 8 X 3/4 SELF 88 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.K. SECTION A —A (5) 1 X 4 X I/S. l X 4 X 3/8 HEAD (TYP.) I TUBE MULLIUMN TUBE MULLION FLORIDA EXTRUDERS rill"runolYa 4 Ixc snrr> r M, IW=A Tm,& SER. 2000 FIN SHEET 1 OF2 2EB TWIN HEIR1ZONTAL MULLION SECTIONS - SEE OTHER SIDE CSHEET.2 OF2>'FOR 8 X 3/4 SELF :s x 3/4 SELF = DESIGN PRESSURECAPACITIES low sx TapPDrG sNs ooa sr+ TAPPsr SMS ' HEAD ( TYP.) HEAD (TY"I + DRAWN HY: MSH APPROVED; $Y ECTiON A -A (33 SECTION -A—A J41 aATE2/6/02 SCAM- NTS -- DxG:: 2HMF INTW: TYPCAL MULLION TO CONCRETE O -IAM9 APPLIES TO JAMB WHERE I' X 4' DETAIL B QC2' X 4' TUBE MULLIONS ARE USED) - CONCRETE OR MASONRY = i SOLO P.V,/DESIGNER BOW P.V./DESIGNERHY OTHERS SD_I. (TYP.) SILL CTYPJ INSTALLATION AN[TOR 3n6• MA p8 X 3/4 SELF 08 X 3/4 SELF, TAPCON SCREV MO-CR CTYP.) TAPPING SMS TAPPING SMS .EXTERNAL " lm 1 X 2 7/16. X 1/8 1 X 2 7/16 X 3/8 ONE BY WOD ` INSTALLATION CLIP TUBE MULLM TIME MULLION BUCK.BY.OTHERS- Q vntmwav AfKfS SCAMLAANT SEALANT BETWEEN FLANGES L NuLLHkC L MU_LD]N ..... ...... ._ . ' . MULLION 2000 P.V./NSIGNER SILL CTYPJ i8 X 3/4 SELF •8 X 3/4 SELF. k8 X 3/4 SELF f TAPPING SMS 2000 SA TAPPING SMS TAPPING SMSSOLOS.H. ' 2 X 4.X 3/8 HEAD CTYPJ HEAD CTYPJ, . TUBE MUTAMN41-1Q _ SECTION A -A (1) SECTION A —A (2) SEALANT HETV£EN L 1 1/4' MIN. VDOXIV FLANGE EMBEDMENT L MULLION C'Ti1RER Nam• MA.ioa DETAILS: r — A B8 pi X 3/4 SELF ` L A SEALANT BETVEQN TAPPING SMS VDCDOV FLANGES L MULLION 21100 S.FI. 2000 P.V DESIGNER 2000 P.V DESIGN R HEAD CTYPJ SILL CTYPJ SILL CTYPJ SECTION A —A (5) O8 X 3/4 SELF •8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X 1/9 I X-4 X 3/8 ELEVATION' - TIME MULLION TIME MULLION MEWED: FROM- EXTERIOR IIZTERNIATIONAL, INC SEALANTFLORIDA EXTRUDERS minim. noxmA ti_... v zTTm SER.; 2000.. Fa:ANGE.. SHEF '-It 0. 2 , . TVIN 140RIZQNTAL' MULLib' 'SECTIEfNS i8 X 3/4 SELF k8 X 3/4 S TAPPING sr+s TAPPDrG SMS SEE SEEOTHER SIDE (SHEET-2 C)E 2) _ FOR 2 20 sx DES I Gh(, :PRESSURE; CAPACI TI ES - HEAD CTYPJ HEAD CTYPJ _ SECT! - A (4) I g l RUXN BY-MSH _ et*Ps vt`D: r. Derv- 2f_4 02;_ , s NTS 'i DtrGX =2HMFLGTV I AUXILIARY APPLIES TO HEAD do SILL WHERE 1' X 4' A ttEaxeEw do 2' X 4' TUBE MULIJONS ARE USED O C CFaNTRAL FWMA B. 4. A. F. DETAIL SHEATHING VANWA.C111M NAM: O O F6coR/1 f WINDDOW BETWEEN sr x R Fwrr # 7 . _ wuIDn INSTALLATION fYYPP.) FLA GEES 0 -SCREW. L MULLION 2000 P.V DESIGNER M. P.V./DESIGNER SILL CTYPJ SILL: fTYPJ EXTL:RNPd. MtLLitirt 8 X 3/4 SELF 09 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SAPS, TVO BY WOOD BUCK BY OTMERS 1 X 2 7l15 X 1/8 1 X 2 7/16..X 3/8 TUBE MULLIONF TUBE MU'L10F1 MLLION SEALANT 8£TYE£N FLANGESWINDOW L MULLION DIIEi<S /f r A 2000 P.V DESIGNER SILL CTYPJ l s _ / A 8 X 3/4 SELF 8 X 3/4 SELF TAPPING Sty1000S.K TAPPING SAPS 1000 Slf TAPPING SMS HEAD CTYPJ HEAD CTYPJ 2 X 4 X 3/8 SECTION A -A (1) SECTION A —A (2) TUBE MULLION 1 1/8• MIN EMBEDMENT -- ELEVATM .. NEWED FROM EXTERIOR SEALANT BETWEEN WINDOW FI AMM DETAIL_8 APPU S TO HE'M t SL1. *MERE I' X : L MULLION ._ t 1' X 2 7/14r TUBE VUUJ d AREUSED SEALANT BETWEEN FLANGESA 0C. ANCHOR mSRSEALANT SECTION A —A 5 p WINDOWFsMULLIONWINDOW L MULLION cr- Mota am-L 2000P. W DESIE R SILL CTYPJ 8 X 3/4 SELF 2000 P. V DESIGKR r SILLCTYPJ8X 3/4 SELF 8 X 3%4 SELF TAPPING SAPS TAPPING SAPS TAPPING SMS 1 X 4 X 3/8 1000 S. H t t/9' Mix HEAD CTYPJ t70ED EUT 3 X4X1/8 TUBE TUBE MlLLI@IFLORIDA. EXTRUDERS_ m.. FwreA SER. 2000 FIN SKEET 1 OF `2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (`SHEET 2 OF. 2) .FOR lie X 3/4 SELF 8 X 3/4 SELF DESIGN PRESSURE.CAPACITIES. I: r TAPPING._5+ TAPPING SAPS lowS.K I000 S2HEADCTYPJ HEAD CTYPJ DRAWN BY:MSH SECTION A' A (3) SECTION A —A (4) DArs 2/6/02 SCAM- NTS - j DVcz -2HMF IN.: TYPICAL MULL TO CONCRETE 0 JAMS APPLIES TO MAS WHERE I' X 4* DETAIL do 2* X 4* TUBE MtUJONS ARE USED) SEALANT BETWEEN vINBOV FLANGES FBY OTHERS L MLJLLION & MuumN I I SEALANT BETWEEN WINDOW, LANGES CONCRETEORMASONRY 2000 P VJWSIGNER 20M P.VJDESIGNER -ATMN ANCHOR 3/16' KA. 1 .1 SILLCiYp SILLcryp.) TAPCON SCREW ANCHOR (TYPJ 9 X 3/ 4 SELF —#i X 3/4 SELF TAPPING SMS TAPPING SMS DaTALLATMN cup I X 27/16 X 3/8 ow BY EXTERNAL "-um I X 2 7/16 X 1/9 TUBE MULLION B= BY OTHERS TUBE MULLION AN 7 m. ION ILL 26M wNSIGNERULL B X3/ 4 SELF S TAPPING SM 8X3/ 4 SELF 8 X 3/4 SELF I 2000 LK TAPPINGSMS2000IKTAPPIMGSMS —2 )('4 X 3/9 HEAD (TYP.) TUBE MULLION HEAD (TYP.) SECTIONA -A ( 1) SECT10N A -A (2) SEALANT BETWEEN 1/ 4' HIM. VMDOV FLANGE EMBEDMENT I MULLION 0 AS - WOO— - v itsX 3/ 4 SELF A TAPPING SMS SEALANTVVETWEENSEALANT.- BEWEEN. . , VlMDDV FLANGES wvmay. FLANGES 2000 Sit --- ----- MULLION & MMIAN HEAD (TYP.) 2000PV./DESIGNER2000P.VJDESIGNER SILL iwP5SILL mp.) SECTION A —A (5) x 3/4 SELF 9 X 3/4 SELF SMS TAPPING SMS TAPPINGSELEVATION1. X 4. X 1/8 1 X 4, X 3/8 TUBE MULLION TUBE MULLION VleMM -FROM EXTERIOR FLORIDA EXTRUDERS MEMT10MM, INC vu - -m uu ' LL" M v r6m", TAPPING * 8 X a TAPPING T 2 S somm, Fw= A 2 mm, SER. 2000FLANGESHEET , J OF T I HORIZONTAL MULLION StcbNtisX 3/ 4 SELF #9 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET2- OF 2),:.FOR MOO S.M. DESIGN IPRM-SURE=-CAPAClTJESq- WAD (TYP.) ---v 13SSECTIONA - A E66NA -A !Diun BY-MSFF -7A AOOAdvtb=BY.' :h i;l 7 y TWO BY VMD DETAIL DUCK BY OTHERS 1 1/8, Him EMBEDMENT am S.H. am S.H. JAMB CTYP.) I X 2 7/16 X 1/9 AND CTyp.), I X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X 3/8 SHEATHINGTUBEMULLION 8 X 1/2 SELF 88 X I/t SELF INSTALLATION ANCHOR SO VWD TAPPING SMS TAPPING SMS SCREV CTYP.) EXTERNAL KAAMN INSTALLATION CLIP S.H. NMI" JAMB (TYP.) APPLIES TO WAD & ZILL WHERE 1 X 4' 2' X 4" TUBE MULLIONS ARE USED SEALANT IETVCEM SEN-W KTVcEm O:X 1/2 SELF APPLIES TO HEAD k. SILL WHERE V X 2' VDQV FRAME WV40V FRAME TAPPING SMS V X 2-7/16* TUSEVULLIONS ARE USEDMULLIONLMIA110MdIIIIIIIIIIII SELF' 81 1-1/2 SELF INSTALLATICIN ANDCR TAPPING SMS TAPPING SMS DETAIL 89 Wom SCREV SECTION A —A (1) SECTION A —A (2 SILL CLIP CENTRAL FLORIDA O.A.F.' I-IS&M.'T BETVtEN 8 X, 1 SELF wviwv nAmms 1/ 9, MIX MAMWACTURER NAM: TAPPING1/2 SKS MUIAICIM EMBEDHEMT SECTION A —A: (5)' sMAnoHc VAMR ME A 11MIL-Jr—, 71. I X 4 X 1/8 1 'X 4'X 3/9 TUBE MULLION MULLION SO SELF 1 AUXILIARY- PLATE - A OMSWHCM REGURED) FOR DDftt&IAC- M Sms (TYP.), DFTAIL 2 MILLION G MFLORIDA:- -EXTRUDERS,DITEsAwoTIONAI, INC m. TnU: SER. 2000- FIN SHEET 1 -OF 2 VERTICALAULLIOWSECTIONS- SEE OTHER SIDE d;HtET 2 OF _2) `FOR DESIGN PRESSURE:'CAP.ACITIESDf4M BY: MSI 1 I APPROVED' BY. DATE. 2/6/02 [SCAM NTS JDXC*.:: 2VMF IN m 23 20M S.H. IX 2 7/16 X 1/9 - 2000 S-K I X 2 7/16 X 3/9 Q (TYP.) TUBE MULLION -JAMB (TYPJ TUBE MULLION ONE BY VOOD DETAIL BUCK BY OTHERS CONCRETE OR MASONRY' 1 1/4* MIN BY uJnLRS EMBEDMENT 4 00 X I/? SELF 08 x 1/2 SELF` TAPPING SMS TAPPING SMS INSTALLATION ANCHOR mr., 'j)rx TAPCON SCREW ANCHOR (TYP.), EXTERN& MULLION 14J6. ID INSTALLATION CLIP2X4i.3/8 SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION WINDOW FLAMM VbMQW FLANGES TYPICAL MULLION TO CONCRETE 0 HEADLMULLMN .1 MULLION 08 X I-1/2 SELF #8 X 1-1/2 SELF JAMB (TYP.) NJILI"IMMN (APPLtS. TO: HEAD:.&.SILL I" X 4' TAPPING SMS TAPPING SMS &-,.2'_X'e. TUBE MULUONSARE USED) SECTION A -A (1) SECTION A -A (2) a 7C'1/2 •SELF ]DETAIL' TAPPING SMS INSTALLATION ANom 31W IDIA, TAPCON I X 4 X 1/8 1 X 4 X 3/9.. SCREW ANCHOR CTYPJ TUBE MULLION TUBE MULLION I Milo.. SILL CLIP 08 X I-1/2 SELF -SEALW7 BETWEENTAPPING. SMS VVaGV-FL4NGES 2000 Sit2wosi _7 1 1/4' MIN. EMBEDENTJAI43 (TYP.) JAMB (TYP.) SECTION-A-4* DETAIL -PRECAST -SUZ-BY OTHERS 08 x 1/2 SELFSELF 08 x 1/2 SELF E=4 I TAPPING SMS TAPPING SMSADDITIONAL A VKk REMMD) 1 EALAKtSEALA61TBETWEEN' BETWEENwnim WDIBOV FLANGES WINDOW FLANGES L MULLION L MULLION 09 SELF TAPPINGING M X I- SELF MULLION8X1-1/2 SELF 4/2 SMS CTYP.) DETAIL 2TAPPINGSMSTAPPINGSMSELEVATION - SECTION A-A_W 'SECTION A-4 (4) VIEWED FROM EXTEFJOR MANUFCT.UMFLORIDAEXTRUDERS A NMFLORIDA. T=.. SER. 2() U.O.-F-LAN(iE---SHEET-.,ffe7, VA VERTICAL MULLIONSECTIORSSEEOTHER; SIDE-- ktHEEti t4lF.b' `-'FOR M , ZAPAC-ITIEg, DESIGN PRESSURE_ IDRAWNBY. JBH t' MiAMWAt* PRODUCT CONTROL NOTICE OF ACCEPTANCE Prcmdor Entry Systems 911 E. Jcferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAIVI,I-DADS COUNTY. FLORIt METRO-DADE FLAGLER SUILDIII BUILDING CODE CONIPLIANCE OFFV ME'I"RO-DADS rt.AGLC1t iIUILDr 140 wnir vLAGLCtt sT r.c.i,, surtl, tG MIAMI, FLORIDA 33130-1! 305) 375-2901 FAX (305) 373.25 OWIAACCOR JACHNSING SEX."rU 303) 373.2527 FAX (303) 373•' co,vrimcrrott h:h'c>tcrt.dtNaY r mvisn 305) 373.29" FAX (303) 37S-T rttoiw. r co, Tuot. moist. 303) 375.1902 FAX (303) 371-6 Your application for Notice of Acceptance (NOA) of: i utergy 6-8 S-W/E inswing GI:ucd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under -the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t' product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend t use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flori Building Cede. The expense of such testing will ba incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314.25 EXPIRES: 0.1/02/2006 Raul tcoanguez Chief Product Control Division THIS IS THE COVERSHEET,, SEt ADDITIONAL PAGES FOR SPECiFIC AND GENERAL CONDITIONS BUILDING CODE &- PRODUCT REVIEW C4t!1i1MEE 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. Francisco J. Quintana, R.A. D i rector Miami -Dade County 1.11PROVED: 06;05/200i Building Code; Compliance 0111e Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN U 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCt: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami -I County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Inswing Clazed Double ,Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets I through 6;of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec 10 manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3.1 This approval applies to singlIc unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is"lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection systcm (shutters): the installation of this unit will require a hum, protection system. 5. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERM IT. REQUIREI IENTS 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 ofthe approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the: components selected for the proposed installatio 6.1.3 Any other documents required by the Building Ofl-vial or the South Florida Building Co. SFBC) in order to properly evaluate the install can of this systcm. A&4 Z:2 Manu l Pcrcz, P.E. Product Co ro Exan. Product Control Division Premd2r Entry Systems ACCEPTANCE No.; _ 01-0314.25 APPROVED : JUN 0 5 2001 EXkRES April 02, 2006 NOTICE OF ACCEPTANCESTANDARD CONDITi4NS l . Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi avid the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if• a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation inith submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested ( through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this 'Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acccptancc number preceded by the words Miami•Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, wllcrc 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 nerds not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for tcrntination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEI*" 'ANCL Manu Pcrez, P.C., Product Contptjxurn Prod& ' ntrol Division 1' t 1'111 1 1 FIBERGLASS DOORS Glazed Unite 6'8" Height — Inswing 2'0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3'0" Not Usled Not Listed — Multiples— idth) masonite Internalionalr BCCO 2'8" + 1'0^ 2'8" + 1'2" 210" + 1'0" 02-0419.08 2'10" + 1'2" COP-WL-MA0143-02 (Application Filed) 52.0 NO 3'0" + 1 '0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 17 + 2' 10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1.0" + 2.8" + 1'0" 1'0" T 3'0" + IT" 02-0419.08 I 17' + 2'10" + 1'2" COP-WL-MA0144-02 (Application Filed) 52.0 NO1 17' + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" +2'10" + 2'10" t 3'0' + 3'0" + 3'0" 2'8" + 2'8" I 2'8+ 2'8" 02-0419.08 210" COP-WL-MA0142-02 (Application Filed) 52.0 NO XX, OXXO 3'0" + 3'0" I 2'6" + 2'8" + 2'6" + 2'6" 2'8" ; 2'8" + 2'8" + 2'8" 02-0419.08 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0145-02 (Application Filed) 52.0 NO 3'0" + 3'0" + 3'0" + To" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical center. 3. Inslaliation,instructions are available from the Masonite International website (wwww.masonile.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. s: Masonile International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade 8CC0 protocol PA201. A202 & PA203. t„ of " T.Ll..`.`.J' a111eMN('j1. 11t5 I:n T1tY 1lUn" Wn.Tw./wp"GWtlew' PRfM00.: G.,Iln+.",, e OutCOa NI-t Masonite International Corporation Ourconn"w".p Or+pFam a Dfa:"t1.m1W0.'Miem main /pt<rc lrons. eeiq" mo o-oonuP add } w„ en 10 t wit vAN" 110tite. Glazed Units COP-IYL-MAOI CO-02 FIBERGLASS DOORS 6'8" Height — Outswing 2'6" X 218" COP-WL-MA0161-02 2'10" 3'0" TV Not Ustedf+ 02-0418.03 Application Filed) 55.0 NO Not Listed i 3 X0, OX, OXO 2'8" 1 Ow o COP-WL-MA0163-02 1 02-0418.03 Application Filed) D•Rated 55.0 NO IT, 2'10.' + 1-0" 2'10" + 1'2" 3,G" r 1,0„ TO" +`1'2" I + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Fled) 55.0 I NO t 1'0" + 2'10" + 1'0" 17 + 2'8" + IT 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + IT t 17 + 3'0' + 1'2" 2'6" r 2'6" - TV 2'8" + 2'8" + 2'8" r 2'1C"+10"+2'10" y l 3'0" + TO" + TO" XX, OXXO 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" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 5.0 NO I 2'8" + 2'8" + 2'8" + 2'8" 2'10' + 2'10' + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Cccr a, rangements using fewer panels than wha! is sheen In the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoniie Intarnational website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design b geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, 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 Mlaml-Dade OCCO protocol PA201, PA202 6 PA203. U Oakcraft 11tC,. L; a.,.r -use • bJvu.ef h",n t,Y.1[{ h.'l'RY UOQRt rM Ti•wh H•r#4n Fn"Oeu:- Agn i4, ?OP2 O"Io'.U#V..yWOpf#mOfPrORWinPMve01O,4MAket30tifiCS-OM.Oesipn&nOPMJ,t1 Mastlnile International Corporati r. 411440 R+ jM to 0^4 w4ftkPOOce. Glazed Units cop-till-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing i X i XC. OX, Ck0 2'0" , COP-WL•MA0146-02 t 1 02-0423.01 Application filed) t' 40.0 NO 2V. 2'8" TV TV Multiples— Per + 1'0" Not Listed masoniie tMiami-Dade COP-WL-MA0148-02 Not ListedArrangementOCCO 02-0423.01 Application filed) UP H 40.0 Impact Rated NO 2'8" + IT" 2,110" + 1'D" 210" + 17 3'0" + 1'0" 3'0" + 1'2" 1V' + 2'8" + 17 COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 0" - 2.10" + 1'0" 1'2' + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2' 1'2" + 37 + 17 TV + 2'6" + 2'6" 21" + 2'8" + 2'8" 210" + 210' + 2'10" TO" + TO' + 3'0" i XX, OXXO 2'8" + 2'a" COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO 2.6" 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 210" + 2'10" TO" + 3'0" + 3'0" + 3'0" Votes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown, 2. Assembly detatts are avaiiabie from. the Masonite InIernational website (www,masonite.com) or from the technical center, 3. InsiVation ins ructions are available from the N.asonite International websile (www_masonite.com) or from the technical center. ti. Ac!ua; ILb'SiSr, pressure requirement for a specific Building design 3 geographic locafion is determined by ASCE.7.(Minimum design loads for buildings and other structures). National, slate or Local buitdirlg 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 81 PA203. Q akca AR EK- W.l..•p py,IM Yp1 Mf4.1 • r1(IYI.Y.1 lrY... 1.1111.M !. •\KS.: GmTMY 00011t W-•Tr4-.Y NMI."4'Nr D-n6 a • . R..teI he! C Masonite International Corporation1lAO :SN1Q fl1C.]I1 CtWOGY[I Ittp10vcmfM GU!!. fpt:.::: M4, Gsgr pd ;r>: ; 7JJ.Y_'1 .D CP,i"t: IWiltu m.8u. Glazed Units COP-WL-A0100-2 FIBERGLASS DOORS 8'0" Height -- Qutswing Arrangement X ingles (width) 2'0" Masonite International COP-WL-MA0166-02 Miami-Dade'BCCO 02-0423.03 Application Filed) DP Rating 47.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangementt X0, OX, OXO Ith) 2'8" + 1'0" masonite internationalBCCO COP-WL-MA0168-02 02-0423.03 Application Filed) i,e . e 47.0 Impact kale NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" IT + 2'8" + 12" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 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.corn) 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. a O akeraff ARK'" c.ai",war r,o- Fifth" GLA's% F.N'l*Y DOOkt Ns-T-"F*vg C."D— Masonite International Corporation Dwea"xn" WOW#. W 144 tiMplQ".MMNee W Wo0un otoo %. W 10ompe ."w no'ce. COP-4VL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing X th) 2'0" Masonite Internationalr COP-WL-MA0101-02 t 7 [ 01-1031.01 1• • , 76.0 r NO 2'6" 218" 2'10" 3'0" 3'6" Not listed Not Listed Arrangement X0, OX, OXO Multiples 2'8" + 1'0" t 1nal COP-WL-MA0103-02 Miami -Dade 8CCOMiami-Dad 02-0109.10 Application Fled) DP Rating 55.0 a d NO 78" 1'2" 2'10' + 1'0" 2'10" + 17 TO" + 1'0* TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8» + 10' 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCf 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 @CCO protocol PA201 PA202 & PA203. Oakegraff AR EK" RNT"Y U00"S iwMrMryy"t^>10^-'+ l r 11_ I/{CJa" o. AWO 29. 2Wi Masonite International CorporationOwtol"n wo moram of 1KOPO mWor IM mat" sm l"a S. Oaspn and Wo0"n 0l14i1 su"Cl10 06"t r hoW m11Ke Opaque Units COP-WL-LIA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing X0, OX, OXO 2'0" COP-WL-MA0121-0 Mliarni-Dade'BCCO 01-1031.02 OP Rating 76.0 NO 2V 2'8" 10"2X 3'0" 3'6" Multiples (tvidth) 2'8" 1'0" Not Listed MasoniteArrangement COP-WL-MA0123-02 Not Listed t 02-0109.09 Application Filed) re Rating 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 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" IT + 2'8" + IT I'D" + 2'8" + IT" 1'0" + 37 + 17 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2.8" + 2T COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2T + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design Wads 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 EI PA203. 0 ra ^Yeeirrw,n,dc FINKNGI. A$'. 0 +HTNYU0eNSN".rve,M HMreiw Env/ Osas w O-el lr Oeer1 a+ tt2W Masonifp Interaationai Corporation 0'. 004gin" OIWW" 01. po" Yno'."WM awkn soe6olrew-1, orspn No M"ouM W94 1u01to to ovN"withm" roKe. a COP-L-MA0100.02 FIBERGLASS DOORS Opaque Units 8'0" Height -- Inswing Arrangement X Arrangement go, OX; AX0 Singles (width) 2'0"' I" COP-WL-MA0106-02 EWMr e 02-0109.08 Application Filed) j. « k 70.0 m NO 2'6" w 2'8" 2'10" 3'0" 3'6" Multiples (width) 2'8" + 1'0" Not listed masonite international COP-WL-MA0108-02 Not Listed Miami -Dade BCCO 02-0109.08 Application Filed) DP Rating 55.0 Impact Raledj NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TV + 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" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 12" + TO" + 1'2" 2'6"+2'6"+TV 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" TO" + TO" + TO" XX. OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109:08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 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" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International-website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7<(Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 &,PA203. 0 Qa_k raft A K" I.rl- .r.lr r FIHII"fi1..ASS KNTNY 1100kS NU.w dF—O...riw Own TIl(JII Ve. iv/IN W Mru 29 2ggi n..,r.. o-....1 0...1 Masonite I nt e r n a tFo na I C o r o r a t o nChovonlmumqaropamofprowangrovememmakessoeclf *a ' ees.pnand moduo p dn.a $owl to cllo" wafloto noce.. v r 1 f 0 0'' 1 FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO772'10" 7_ 3'0" 3'6" Not Usted Not Listed Arrangement X0, Ox. OX0 Multiples (width) 2'8" + 1'0" Masonite International COP-WL-MA0128-02 Miami -Dade BCCO 02-0109.07 Application Filed) OP Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TV+ 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO VV + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" XX, OXXO 2'8" t 2'8" COP-WL-MA0127-02 02-0109.07 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-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. 13 Qakcrafff ARCEK'" RI1/1" kA,C5: 1:N1'kY 00ON5 NeR>:+"R.a f fJN i..n!' . Apre2/•M;' Masonite International CorporationOW1-0Mmp. P"t m.01WodW imdroRNMrA makesIoepidtllaw dKgn OMpl0" d1.0 %4kK1 10aM"pe wAMW Mike. x Unit TYPN TYP. 6'8" UNIT 8'8" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Count 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"t Width of door unit plus 1/2" Height of door unit plus 114" MI • UL-MA0001.02 SINGLE .••- 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 A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and #10 wood screws or 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 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. Aura 29, 2002 0...r. o..., Uu Coftft" propr•m or pr90ua u"o "CMM "kesSpeenrear*M. desgn ON product d"OsuorKI 10 Emne wipow 1101Se. XO or OX Unit MID-WL-MA003-02 SINGLE DOOR WITH 1 SIDELITE UNIT 8'tt" UNIT 5/16- 17.1/8, MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical training member 7 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. Rough Opening •O Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include k8 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 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Rf/1i v"i'::f.1k.:, a "r[i.[f..4C1 r/Vl'/ a Ap11129 20-32 Masonite International Corporation 0 , 310413n- u1 0 WuO n;rraurd ou.esN,<O1xa14rns. 0ty,o0 anc J• qa onad su01KI 10 chanyc w0w MIct. il-MAoona-o2 Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 811" UNIT 13-15/16' 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 2-112" long screws per location. Rough Opening •1` Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 110 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 property to transfer loads to the structure. o-. April 28, 2002. Masonite International Corporation tht tw•-N-.9 PIQWN!! YI Woo.,! u'Ats tlMt liNW•. t>y" #kw Woovcl otug subwct to :. vt *01 nW t. oxxo Unit' IDAVL-MA0005-0 DOUBLE DOUR WITH 2 SIDELITES 6' CL TYP. TYP, 1 1 1 1 1 3 TYP. TYR 1 1 1 1 1 4 1......ITYI I tf 11 I li It I li ii l 41 fi'8' 13- t t T T T r r Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r r r UNIT 8'e" UNIT 5/16' 17.118" MAXIMUM ON CENTER TYP. Width of doorUnit 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 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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 EICO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. AVC429.2002 Masonite int°rnational Corporation ow com,nv v bmvm, 01 P'"W -Wo"-M mates specnrtatant. des" ..0 M00. 0 0H44 $~ to C'nndt .0how M1 -.t a M Glazed Inswing Unit IM c 0 P-W L- MP1U 1'f2'02 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 Marlimum unit size . W0- k G8' Design Pressure 52.0/-52.0 damned water unless specialthreshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure end impact resistant requirements for a specdic truildNq design and geographic location Isdetermined by ASCE 7yutionol, state or lace) building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed`— see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: W° aao po 00an as as na 100 Series 133, 13S Series t36 Series 822 Series 1/2 GLASS: n n ou E, ia an as as as na as 105 Series 106, 160 Series' 129 Series' 12 RA, 23 AA. 21 RA 107 Series' 108 Series 30e Series series' this glaSS kit: may also be uses .n the 1000101ing 41001 style: Eyebrow 5-panel with scroll OakcI'af AR'EK - a.0......r r .M 1'le Cnn LASS CHI MY UUONC N.RTVr.aiiMr"F.MrrD.w+ llffL' 4DGr%r.11- N 1 1 • D.— Apra29,2002 Maso-nite International Corporation Our COMiftu.0e OrDarar.. 01 WOWnnDIMMMr MAW iWIkar100s. 0e5Qn in0 0100.rt1 deWd suD#W TOcrianae W.1110W n.". t XX Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: I FULL GLASS: 40e Series 410 Sabo CERTIFIED TEST REPORTS: 4 109 serfs 114, 120, 122 152 sales 149Series 300 Series Series CTt.A-805W-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). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 yak AraftAv. T<.lu.r, AREK`" t.ael.ery Lem V10404ii A..A\1 VN rMA' POOR\ N 1..-"F4w"M tm,y Caen - PREAi v ,'(JG r-- April 29, 2002 Masonite International CorporationOurCOMrN+9 Worm of eroeote Afovvwl ma4es SpetilttAio"L 0nroe ree Mew Ott" xuelto to t""et wieque.00 e XO or OX Glazed Inswing Unit P-M-MA 143-02 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 6T. Single Door with 1 Sidelite Maldmum urA site - 6'0' M 6T Design Pressure 52.0/-52.0 Limited water Mesa spacial Ilueshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure arw impact resistant requiremants for a specific building design and gaaprapNc Wafion is deterorlind by ASCE 7-national. state a local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeii 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:. 0o ao ° ° ao ao 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 o 00 00 no 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 NL, 23 A& 2e R& 107 series' 108 Series 304 Series Series' This glass Aid may also be used in Iha 10110wing door style: Eyebrow S-oanel with scroll AR k EK'- 0ak., rft .- Rr-x, Ir11MMAIL lNS UNIMV U011MI I -,I>= APIA29,2002 Masonite International Corporation Ilu1 teM.1r.MY areerom 01 pa(WCI YnpO "'W rile$ SWOICAAOAS, "WO r-0 0.OrOCI 0e1AI >u61eu 1C CN.Ve «0 MIut'41te. XO or OX O * ` f 4 t Glazed Inswing Unit . E FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0130 W 404 Series 410 series rt 109 Series 114, 120.122 152 series 149 Series 300 Series Series APPROVED SIDELITE STYLES: y a 129 Series 200 Serifs 12R,12L 23R. 23Lr 450 Series 152 Belies 149Series log series 120.122 Serial 300 series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and inspections). 1 t / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 O ak raft AR4EK" r 1Illlt " t r.\ Cie I M 1 *Illlll"s E••" 0O April 29. 20D2 ow eW11•r Q 1"0er8m e1 Wea1•n-Wa'emere 111Aesswdic*aft eesp0irld 0.0m1 ien•i $Aea 10 034e.00o1 M'ce PREaa alze.ai e.ar 1•.. , ." n Or. r•, O..•• Masonite International Corporation nvo 1" `1 +4t ' Glazed Inswing Unit , FIBERGLASS DOORS APPROVED ARRANGEMENT: rs. 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 2 Sidelites Maximum unit site - 9'0- x 61- Design Pressure 52. 0/-52.0 Umit d water unless special tWest101d design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requiremems for a specific building design and geographic location Is determined by ASCE 7-national. state orlocal 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: 114 GLASS: on oo oa no 00 Ell 00 100 Series 133. 135 Series 136 Series 822 series 1/ 2 GLASS: n 00 Ou nEl 0o 00 0o 00 0o 00 105 smiles 106, 160 Series' 129 Series' 12 Rll., 23 RIL, 2e fill. 107 Series' 106 Series 30e Series Series' INS glass kit may also be uSed in the following 0001 StyleEyebrow 5 panel with SC1011 akcraff AR o..e. l Y1,.In .laixai .Z EK 1' 1. u1.Kt4ANS UNI"VeU009S "oe ,—,1r&—twuroar. r., • Ap1x29,2002 Masonite International Corporation Q., toop.-p. 01001401 01 IMOdW N 910 N11t01 -41,0 S0K-1K *nl.. OeSgO Ono ploOKI Uelaa SYoµ'L110 fearlac wIM0u1 noble. V0 COP-WL-MA0144-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: M7 00 00 0 404 Series 410 Soda tog Series 114,120,122 152 Series 149 Series 300 Series Sales APPROVED SIDELITE STYLES: 129 Series 2MOMO Series 12A, 121 23R, 23L. 450 Series 152 Series 149 Sores 109 Selift 120,122 Saks 300 Series 24A, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-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: r TESTED IN ACCORDANCE WITH MIAMI-DADS I BCCO PA20]2 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). 6f State of Florida, Professional Engineer Kurt Balthazor, RE. — License Number 56533 O4""' akcraff W- AR' k EW VIUL"MiLASS UNTRY U00Kh OW Wry a... April 29, 20D2 Masonite International Corporation Omi 00hu,04 propMoro OWMjHov""l INkts SoftstKatiot. ftSQn W Woftd ocull $vfttl 10 0"9 WNW WKt. OX O a tl;. I Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: t4< cW .Y.':vCN•M:.. x. 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6`8". Double Door with 2 Sidelites Madmum unit size . 12V x 6'8- Design Pressure 52.0/-52.0 Umiled water unless special IhreshoRldesignis used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure ant In Wct resistant requirenoWs for a specific buAding design and geographk locafio t Is determined by ASCE 7-national, staleor 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: camgo no °U ao no oo 13 oo 100 Series 133.135 Series 136 Series $22 Series 1/2 GLASS: Q 0 OD 11 oa on ao 00 0o no 105 series 106, 160 Series' 129 Serbs' 12 R/L, 23 RA., 2e RIL 107 Series' 108 Series 30e Series Series' This glass kit may. also be used in the follow" door style: Eyebrow 5-panel with scroll C lakes` AREK" 1'r0R RC.LA%S I•NIRl' UC1C1R1 N.n•r..pna i4webn EmrrOm. // CC..,, a April 29, 2002 M a sd> n i t e International CorporationOWCOMKN "W00trM DI 4WOV 1 NnetdvMW Makn SeetdK~S, deSgn Jnd D-DdUC1 detu 1MDNW to CIUDee wN110W NINNt. OXXO Glazed Inswing Unit COP-L-M0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 4 to series 109 series 114. 120, 122 152 Series 149Series 300 Series Series APPROVED SIDELITE STYLES: s 129series M00 Series 12R, 12L 23R, 23L 450 In 152 Series 149 Series loose 120,122 series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins, Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). I State of Florida, Professional Engineer IIKurtBalthazor, P.E. — LicenseNumber56533 Oak raft AR EK" VIMItM1, LANS lire 1 "\ 011"KI I+sn•A.w11 IMrS-" t—, n-..+ (C • MSC 00 r-, ! 0.- 1:11 0--1. April 29.2002 Masonite International Corporation owomwOMeINoWw94e100u01me,"e0uM MNCS SaeCd4M.M. 0eW m0 91001t1600 ublett10cnurer YMe01 "Ite. X O + t t Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0' x 8'0' Design Pressure 40.0/-40.0 Limited warn wtess special enestlold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actuai design pressure and tmpaclresistant requirements toa specifiie bL*ftdesignand geognapMe location is "Irnined by W I-nalional. state or local building codes specifythe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0333 go as 822 series 1/2 GLASS: 0 a 00 404 series 108 series 0 Oa-,graff AR I' .. VIKLIMLASS L{.1'N1' 000RS April 29. 2002 o..uq o..., M a s on ite international C o r po r a t io nOu, commune a+oa,im of pfoeua + .Imo.emax mikes spedfKAMns. eerie• Wd aoo.a Mao WNW 10 efyfpe Neflpyl ne10 0 A t t = 1 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 ito Series 952soft 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. License Number 56533 O.a craff AR-k EK" 1'IUIXI:I.\.l ItA IX\ I)l/llX. Na.F..NM r.wr4"F.w, Deo..Deo•. //s//}r'/A n S Ap1e29.2003 Masonite International Corporation ow ewmmwnp { oww of W0040 mWwmmtm melts sMM Niom. eesry0 ena C-Gou" 0014 suOltel to mPmee «snow .01Kt XO or y Glazed Inswing Unit r 8'0''' FIBERGLASSASS 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". Single Door with 1 Sidelite Madrnion Unit site - 67 x Or Design Pressure 40.0/-40.0 United water unless special tirmsttold design Isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and la pact resistant requirements lot a specific bukWV design and gaog(aphic location is determined by ASCE 7-national. state or local building codes seedy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA00O3-02 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: IMM as as 622 Series 1/2 GLASS: 0a as 404 Series 108 Series Oak -raft ARkEK'" 1 1111 Nf 4.\1 6.'FN 1' I)f )IlN\ Nn.-A•e..N aar•.aMn Fm.fDeer Apr 129 2W2 our LOAWAV aprwam 01 1"00I .'Wo.e.01 —kes SOw4m"S, deign ant WOW OeWa 140)"1 totwatWOW rUok, Masonite International Corporation XO or OX O• t •; I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 3W series APPROVED SIDELITE STYLES: 450Series 852 Series $10 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). i/ &af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Itl4Nri4A5C LN YN DlN?NX l,Mr.A.••+d rM•YY"r^r/7 '1 , y r.n y s April 29,2002 Matonite International Corporation 0,0SpMM,NlIe pMgbm.M oroGurl _,,,WetpMj M*," 3orbYKM on%. 0tSien"01011Kl Grad Sumo toC"tnGnoul notrt. a Avg i' t t Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sites are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maairmrm w* size • wo" a sr Design Pressure 40.0/-40.0 Urnr'ted crater unless SMISI #MhW design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and in tact res UW requirements tot a Spet lit building design and geographic locaden IS delermine0.byAM 7-miional, State or local bWWurg codes specify ore ad" required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed - see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: 1/2 GLASS: IIp ao ao 822 Series El oa e0e Series 108 Series 0 Oakcra EW r-iUl Nt.I A!lSLYINt' 01/r>".1 ra.M.wNra..p.aE.,vr Dosn o• rot Aprd29.2002Masonite International Corporation bwCOMM04VtOWemaIWWW. Tanovenxrx MACS SOWK94M etS,en um maaurt d" Ad SAM to IMnpewdnwn rip art. OX0CO Ef'',e t Glazed'' Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 610 sett X* Win APPROVED SIDELITE STYLES: r 45W Series e52 Series a10 sett 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). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. -License Number 56533 Woe rt}n. it} Oakes ARTEEW Post' antis twixy Pootts atnT-nwe-tw"r Dews Aptil 20. 2= owtw"Wine Owl. ofptoow "Wor nnent makesspecftmims. Onion and prWW etW SOW1 W CWgt w#. W notirt. rtaimca r .om Masonite International Corporation QvQ r t t t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 y Ja Double Door with 2 Sidelites Mawrnum wtt size -12r z8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design IS Used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic locaUan Is determined by ASCE 7-national, state or local building codes specify fbe edition requbed. 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: 1/4GLASS: 1/ 2 GLASS: Dal 0o 00 022 Seriesn M. oo e0e Series 108 Series Oakcraff AR EWI.tlerirt lr Iren 171UL' I LASS.L rmv twous Ne-Grr/M rMr(-rnrrr0.!2 April 29, 2002 o..n.r •.:.. OWCWm" WoWaM 01 prp0un N 010 MeM mACS WKdiCr—S, eerpn ant Dr001K'1 Masonite International Corporation deed ivpner to c4nee -en0u1 " Ke. OXX0 ' t t t t Glazed Inswing Unit , 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 4j a slo Serles 300 Sense APPROVED SIDELITE STYLES: 450Serial 952 Seft E10Sodas 300 Serks CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE120224 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" k aft AR k EW 1'IN41tS L.AS.I' liN'I MY U1 /V1M:5 lasao.+e"+aei"a"l.wr 0— Apra 29.2D02 Dm raNlNmmng poyMn of Wo" ,ndlav mtm ma\M spwcdi *ons. design end plo"I detail suona w thosat waeow nose l alol...,, l.y1n Ov+1 1 Deen Masonite International Corporation W le tie I` Glazed Qutswing 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 61". Double Door Maximum unit size . 6'0" x 6,8" Design Pressure 55.0/-55.0 united water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual designpressure and impact resistant requirements for a spedk building design and geographic location is determined by ASCE 7-national, state orlocal building codes spedly the edRion r"Wred: 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: C= Cl aAs ao na nn on na na 100 Series 131 135 Series 136 Series 822 Series 112 GLASS: nD 0 nn nn nn an no nn 105 Series 106, 160Series' 129 Series' 12 PA. 23 PA. 2e NR 107 Series* 108 Series 304 Series Series' This grass kit may also be used in the following door style: Eyebrow 5-panel with scroll Cl ak raff All rk IEK.. ..1.,,.... ,..T r r111. Mil.1.n PMj tjYiV KS N.n.A.rrd {i..tA"r.C1w.. © e April29,2002 ow tO.dMNnOe WOWesr101 MONO-010vtrntn4 Masonite international Corporationt330KdKi1dn3. desie0 en0 p000t1 Ott" 3uorta to tw"t .0" 001Ke XX COPAVL-MA0162-02 Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS FULL GLASS: 13 11U11* tF pp 00 0 404Series 410 series 109 series 114, 120.122 152 So*$ 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" 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 OCCO PA202 COMPANY NAME CM, 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 Oaff r.. -..,. ,.•T Iq,l" I S.1 Za PREAt... e"'':: O.•.•., Pear, Masonite International Corporation AR 'EK . 1`I0L" eL1'1.1' 1r+FRY UU//NX eb`T •w+t re"r,u 4wr e« Apr029,2002 Our tononu" " W tt, of Moovo t povto%" meteS SWOCtibft des-0- ON e10" gelid suolto to C"t'M40ul oKt r X Glazed Outswing Unit COP-L-MA0167-02 8`90" 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 $V- Design Pressure 47.0/-47.0 Umhed water unless spacial tfuashold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements fora specific building design and geographic locatim is determined by ASCE 7-national. slate orlocal bulldhV 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: MI11 0o 0o 622 SeWs 1/2 GLASS: as 40e Series 106 Series O akcraff IM EK r.t: w., ,•," aPlakLn54L' "N YM y S' DOORS RSNern'G.rrgl.uEnsr Deer+ April 2%2002 Masonite International Corporation 0- CM~9 0167AM01 DO" -P'Q" WA OgSOS SWAKA*-%, OtS-O• 4-0 p100et1 Ott" Su01Kr 10 Moot M01°W .0"t 3/4' X 1-1/2' X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. --- 13 GAGE MIN. GALV. STEED. TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/21AG SCREWS. FOR 16' X 7' USE 1/4' X 3/4' — HEX HEAD SELF DRILLING SCREW DETAIL D 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8' TRACK BOLTS. 63' (16' X 7') OPENING HEIGHT NOT DOOR HEIGHT) 71 ArM-(9'X 16W (4 BRACKETS) 9'X7' (3 BRACKETS) 5 3/4• POLYSTYRENE INSULATION STANDARD FOR MODEL 735--% 19-1/2% 21.OR 1 24' HIGH PANEL. GALV. AND PREPRINTED STEEL 26 GAGE FOR ALL 16GA. GALV. STEELRNUfTOPBRACKETWITH 14GA. ROLLER HOLDER WITH 2 FASTENERS. 1/4'X 3/4' LONG HEX HEAD SELF DRALING SCREWS 2 PER VERTICAL STILE) OPTIONAL SSB GLASS LIGHTS (CENTER STB.a5COLUMNS 3 1 WIDE SEE DETAIL A) IWXTDOOR 2' ROLLER WITH 7/16' DA LONG STEM. B TIRE: STEEL 10 BALL. W AND 9' WIDE DOORS 2' ROLLER WITH 7/16' DIA SHORT STELA. TIRE: STEEL 7 BALL SEE DETAIL CJ AIR VENTS 14 GAGE GALV. STEEL END HINGE ATTACHED WITH (4)) OR 4) 4) REQ'D. OPTIONAL SSB GLASS LIGHTS 5) SCREWS. SEE DETAIL C. 120 SO. IN. MIN. TOTAL OPEN AREA) 4 STRUTSOPTIONAL, LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 4'X 16' AIR VENTS 2) REO'D. 60 SO. IN. MIN. TOTAL OPEN AREA) GAGE END CAP 20 GAGE END STILES MODELS EXCEPT 2' 20 GAGE END STILES - FASTENED 24 GAGE MODEL WITH TOG-L-LOCS TO PANEL 75D USE EHD CAP OVER END STILES. SEE 1-3/8' POLYSTYRENE INSULATION 0DETAILC) OPTIONAL FOR MOD. 724 AND 730® 0 s 13 GAGE GALV. STEEL. BOTTOM BRACKET 0SiATTACHEDWITH2FASTENERS 2' BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLERzi, AGEGALV. STEEEL CENTER HINGE 20 GAGE GALV. STEEL LH. CENTER GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE s1T< E FOR A 16' X 7' DOOR USE ONE D All C ' FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2• SECTION A —A EXTRA DRILLINGTAG SCREWS.PREPARATION OF JAMBS BY OTHERS THROUGH TOP LEAF OSCREW F HINGE. LTD SECTION B- B STILE. CAP AND RAIL. TYP. 6 PLACES. i 00 AM 115E FANG STEM ROLLERS. PRESSURE PRESSURE WIDTHDESKBN MEGA0- 328374492 -56.1 i29.2 33 3 43.7 -49.9 23.6 26 3 35 4 -39 5 NOTE: ALL NON-DESCRFTNE FASTENERS SHOWN TO BE 1/4'- 20 X 5/8• HEX BOLTS h NUTS OR y 1/ 4' X 1/2' LONG NEX HEAD SHEET METAL SCREWS. L G 2422 3/5/02 KW ALTERNATE CONSTRUCTION USING (2) STRUTS-7 SINGLE CAR) CENTER STILES & CENTER HINGES (1 COLUMN) 1 1. Y5' 3' 1 2. 75' --- DETAIL A 3' 20GA WIDE STRUT 3' 18GA WIDE STRUT LOCK P. O. BOX 13858 EFT 1 i ISOR DWR MAUM7 qgELLE. ARlk WILLlAIitT. fDEUTAlN, DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES CDBSUItlBg StWWra! , + LISTED IN THETABLEABOVE. SBC ASSUMPTIONS: tO0 MPH, 15' W Hma, ROOF PITCH > UY, DOORFULLYINENDZONE. FBC ASSUMPTIONS: 120 MPH. EXPOSURE 'B'. 1140 AndemoR Street °. t r ;,; 30' ROOF HEIGHT, ROOF PITCH > 10. 2' OF DOOR IN END ZONE Clefm0llt. 34j1i AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242 - 010I1 OTHER LOCATIONS, DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. GIVEN THE SAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS BI FBC F 2413 1/ 25/02 AN MODELS: 724 42li730 735 750 550 E 2137 2/9/00 D 1724 6/ 24/97 DWG. WAS f01993-8, 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC TOO 15tIA MPH, FD 120 MPH EXPOSURE "B" C 1549A TOLERANCE DEC t 015 ANG. t 1' B 1549 A 1449 9-d— ss) i«i...) NEXT LEVEL PLOT SCALE 1=1 GATE 9/ 14/94 DRht g CDR DWG. NO. 99-B- 033 1366 11-01-94) SCATES) REV. E.C.N. DATE' APPROV. SCAt-E NONE SHEET 1 OF 3 f HEIGHT NOT OVER DOOR 13 GAGE MIN. GALV. STEEL. 1/4' X 1/2' lONG FOR i6 XB' FUSE FOUR ASTENERSTRACKSPLICEORFLAGBRACKET. CARRIAGE BOLT & NUT FASTEN TO WOOD JAMB WITH 16GA. GALV. STEEL ON 9xa'. RAILS 5/16' X 1-1/2' LAG SCREWS. TOP BRACKET WITH B14GA. ROLLER FOR 18' X 7 HOLDER WITH 3' 18GA WIDE 2' GALV. STEEL A 1B' X B' USE 2 FASTENERS. (SEE DETAIL A) VERTICAL TRACK 1/4 X 3/4' SEE FOR 0P B Ac 18'XB' 16GA 16'Xa HEX HEAD SELF ON PAGE BRACKET LOCK OPTIONAL 13GA 18'X7. DRILLING SCREW DETAIL D USE Two EXTRA 16'Xe'j 6' X 8' & 10' X 8' DOOR SELF DRILING Y Rk OLLER WITH 7/16' SCREWS THRO SEE DETAIL C Iw. 42' (18' X 48' (Is. X 48' (16. X 48' (10' X 33' (18, X 39'(IS.X87 39- (9. X 81 21'18X7 24' 18' X 8 24' 16'X8 724'(10'X81 15' (18' X 7) 15' (18' X 8) 1 63' (IS- X 7) 72 (18' X 8-) 72' 16' X 8 72'(IV X87 X 7 IX8 X 8') 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735-1 DNA. LONG STEM. OP TIRE: STEEL 1D BALL AND BOTTOM LEAF OF HINGE USE ONE EXTRA 18' X 7' & 18' X 8' DOOR AND END STILE. SELF DRILLING SCREW THROUGH2' HURRICANE ROLLER ON 16 X8, 18'X7' LH. TOP LEAF OFWITH7/16' DUI. LONG STEM. 18'X8'• HINGE ON IOU'. TIRE: STEEL 10 BALL 9' X 8': IWX 8' 20GA. END CAP, NO RIVETS. 9'X8' 2' ROLLER WITH 7/16' DUA. SNORT STEM. 16' X 8': 16GI1 END GAP & RIVETS. 14 GAGE GALV. STEEL END HINGE ATTACHED 18' X 7' & 18' X 8': 13GA END CAP & RIVETS. RAIL WITH 4. 5. OR 6 SCREWS SEE DETAIL C_ A STILES p POP Nt ,8•X6 DETAIL C POP RIVET TOP AND R 24' ', 2" OR 24' FIK;H TO END OF ENDCAP \ TO END STILE PANEL. GALV. AND PRE- 5• 9' X 8' 3 BRACKETS IV X 8' 4 BRACKETS PAINTED STEELJ4 2• GALVANIZED S EL STRUT. OPTIONAL SSB GLASS LIATTACHEDWITH1/4' X 3/4' 10' X 8' BRACKETS3 18' X 7' 7 BRACKETS 26 GA ALL LONG HEX HEAD SELF18X8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES -FASTENED 250 MODEL20 2PER VERTICL STILE) WIT TOG- L-LOCS TO PANEL USE END CAP OVER END STILES. 1-3/8' POLYSTYRENE 3' 2. SEE DETAIL C) INSULATION OPTIONAL (SEE DETAIL A) FOR MOD. 724 do 730. 4'X 16'EO AIRVENTS 13GOL GALV. STEEL 2) REQ'D. 6 118GAGE BOTTOMBRACKETATTACHEDWITH 3 60 SO. IN. MIN. 2' FASTENERS (( 1Sul. TOTAL OPEN AREA) OPTIONAL. 4 FAST1] 0 (18'X7 18 X8'). SECTION B- B 2 FASTENERS (9'%87 GALV. STEEL CENTER HINGE AND (10'XB'). 6 STRUTS - N 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL-,," SEE DETAIL C- 4'X 16' AIR VENTS 4) REO' D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERUSING ATE COSTR 71C TION Ba' OPTIONAL SSB GLASS 18' (DOUBLE CAR) 4'X 16' AIR VENTS 4) REWD. OPTIONAL. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSS GLASS LK;HTS--i 16' (DOUBLE CAR) OPTIONAL SSB GLASS 4'X 16" AIR VENTS 2) REO' D. SO SO. IN. MIN. TOTAL OPEN AREA) DATER STILE ( 7) COLUMNS NTER HINGES 5) COLUMNS USING (il HLST 11NC NONATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGEGALV. STEEL CENTER STILE CENTER STILES ec C (SINGLE CAR) CENTER STN ES & (SNMGLE CAR) ATTACHED WITH TOG-L-LOC OR POP RIVETS -1 '-- 125' HINGES (1 COLUMN) OPTIONAL LOCK HINGES (1 COLUM OPTIONAL LOCK AN TO PANELS. 1 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE P.O. BOX 13858 PREPARATION SCREWS. PREPARATOFJAMBSBY OTHERS. 1/4'-20 X 5/8' HEX BOLTS & NUTS OR MAUMFf 1 F AR TABLE DOOR SIZE I DESIGN PRESSURE - TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9 -0' W- 0' 1 +25.5 1 382 43.7 10 -0 8 - 0 33.0 36.949.6 55.3 16 -0' 8'- D 24.3 27.3 38.6 41.1 18'-0' 8 - D` 27.3 30.7 41.0 45.0 18'-0' 7'- 0' 1 +27.3 30.7 41.0 46.0 3 1/4' X 1/2' LONG HEX HEAD SHEET METMSICROWS.®RR 72113 2.7s' -j /Lim- z- G 2422 3/5/02 (501) 5s2-1872 DETAIL A <. F 2413 t/25/02 MODELS, 3' TWA WIDE STRUT WILLIAM T. LINDEMARAI,. r 724, 426, 730, 735, 750, 55() E 2137 2/9/00 CotlsDltiITg S1TDctHNTa[ EnptleeT' ` DOORS SHOWN ON THISDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURESLISTEDINTHETABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, IS- ROOF HEIGHT, ROOF 1140 ABderm S1red PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', 44 GIeITnDK FL 34711 30' ROOF HEIGHT, ROOFPITCH > 1O', 2' OF DOOR IN END ZONE AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242 - 010(i OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE: GLAZING DOES NOT SATISFY IMPACT GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE DEBRIS REQUIREMENTS IN FBC INCREASE IN PRESSURE ASTHEDOORSIZE6MADENARROWERORSHORTERB1549A1449 8-ps 1366 I 11-01- REV. E.C.N. DATE WAS PART NAME a. 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC 9/14/94 1 PLOT SCALE I DRIN. - - - - - 1=1 DDR SHEET 2 OF 3 F3 GAGE MIN. GALV. STEEL RACK SPLICE OR FLAG BRACKET. ASTEN TO WOOD JAMB WITH 5/16' X 1-1/2' LAG SCREWS. A 2' GALV. STEELVERTM UV 16GA 16'x8TRACK FOR IS- X 8' USE 13GA. 18'XBl 1/4- X 3/4' HEX HEAD SELF DRILLING SCREW DETAIL D 72' 72' 1 72' 63' ta' X 8') 63.t9'Xa) 48' (18' X 81 48' (1W X 87 4W (10' X 87 39' (18' X 8')' 18' X 8) 16' X B IvX8) 3/4' P( 13 GAGE GALV. STEEL TOP USE FOUR BRACKET WITH 10 GAGE ROLLER FASTENERS HOLDER. NOTE THAT ROLLER ON WXB'.- HOLDER IS TURNED DOWN. RDNOTEifi' X 8• USES TOP BRACKET ON SHEET 2. 3' IWA WIDE SEE .DETAIL A) B B USE TWO EXTRA i 6' X 8' do 10' X 8' DOOR SELF DRILLING LOCK DPnDN L 2' ROLLER WITH 7/16' SCREWS THROUGk IIIIJL_ 111111 H DIA LONG STEM. TIRE STEEL 10 BALL. TOP AND BOTTOM LEAF OF HINt;E LISE ONE EXTRA SEE DETAIL C 1B' X 8' DOOR 2' HURRICANE ROLLER AND END STILE, ON 16 XB AND L.H. SELF DRILLING SCREW THROUGH All WITH 18'X8' TOP LEAF OF HINGE ON IWXB'. 1 VEM tr E LONG STEM. STEM. TIRE STEEL 10 BALL 9' X B': 10'X 8' 20GA. END CAP, NO RIVETS, CDii1s116 12D SO. IN. MbL ®cENrER CatIAIN6 9'XW 2' ROLLER WITH 16' X 8': 1sGA END CAP ac RIVETS. 18' X W: 13GIL END CAP & RR ETS TOTAL WEN AREA) SHORT STEM. ovlpNa 14 GE14GAGE GALV. STEEL RAC ALIERIME END HINGE ATTACHED OPTIONAL SSO M WITH 4. 5, OR 6 SCREWS, SEE DETAL C. 6 2E00 GAGE nt11NDLES 0, B STRU15 3' 10{'.A WIDE M Kra . B 39' (9' X e') INSULATION FOR I • I Loac oPTX»tAL 24• (18' X 61 MODEL 735 c24' (16' X 8 1s• 24' (10• x s ®_ _ 16'xa• a ta'xa' DETAIL C 4'X is' AI: EN15 POP RIVET TOP AND 4) REO'D. Is. X 8 f BOTTOM OF ENDCAP 2D So M19-1/2', 21' TO END STILE WAL OR 24' HIGH OPTIDNAL PANEL GALV. 5' 1 AND PRE- 2+ GALVANIZED STEEL STRUT. OPTIONALL S=B CupAL9' X 8' 3 BRACKETS 16' X 8' (4 BRACKETS PAINTED STEEL AT7ACHEp yVRH 1/4• X 3/4' f0' X B' 4 BRACKETS 1B' X 8' 7 BRACKETS 26 GA. ALL LONG HEX HEAD SELFMODELSEXCEPTDRILLINGSCREWS. 20 GAGE END STILES - FASTENED 24 GA. MODEL (2 PER VERTICAL STILE) WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. 750 1-3//9' POLYSTYRENESEEDETAILC) INX, ;C)N OPTXINAI. FOR MOD. 724 A: 730. ® SEE DETAa yiBe 13GA. GALV. STEEL 4'X IG' AIt VENTSBOTTOMBRACKETr2) RATTACHEDWITH3 (Bb SO. W. MN. 2• FASTENERS (16'X8). TOTAL OPEN AREA) 4 FASTENERS (1818). OPTIONAT_ 2 FASTENERS 9 18 GAGE GALV. SIm CENTER HIM SECTION B B AND (IONS). ATTACHED WITH 4 FASTENERS SECTION A —A CENTER sTrEs • ( CAR) NTER20GAGEGALV. STEEL CEsTTLE NNOES (I DPI1)Nn tax TO PISS.WITHTOO-L-LOC OR POP RIVETS I 1-- 1,25• 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY 1 1 LAG SCREWS. FASTEN TO WOOD JAMS WITH 5/16' X 1-1/2' NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE LAGSCREWS. PREPARA710N OF JAMBS BY OTHERS. 1/4'-2o x 5/B' F{£X BOLTS a NUTS P-S.FTABLE DOOR SIZE PPRESSURE WIDTH HEIGHT POSITIVE NEGATIVE1+41.0 IVE NEGATIVE 255 29.t 2 -43.7 1 - 0 8 -0 33.0 36.9 fi -55.3 16 - O' OW -0 24 3 27.3 8 -41.1 1 '- Cr 3 30.7 4B.0 3' t/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. f — 2 7s' Iflo F{ G 2422 3/5/02 KDD 3- IBM IA ID t WILLIAM__T. Lll !)7_E Af0,`f F 2413 1/25/02 tS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Structural EpjhWeI,a D INTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH. 15` ROOF HEIGHT, ROOF 1140 Anderson Stred H > IV, DOOR FULLY IN END ZONE, FBC ASSUMPTIONS: 12D MPH. EXPOSURE 'B ; ® CIeIT IGnt. fl 34711" .. ROOF HEIGHT, ROOF PITCH > t0', 2' OF DOOR IN END ZONE. Clermont, 242 41U0 . r RCHITECT ORSTRUCTURALENGINEERMUSTDETERMNEIFTHEDOORISSUITABLEFORRLOCATIONS. `` tS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, V THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NOT 91 ISFY IMPACT EASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC E 2137 2/9/OO D 1724 6/24/ 97 C 1549A B 1549 A 1449 9-8-PS) 1366 11- 01-94) SLATES; REV. E. C.N. I DATE APPROV OPTIMAL SSB am 16• AR VENTS REQ'D. SO. N. MIL it OPEN AREA) CDM I cu : (sxlaE r+Woplaw P.O. BOX 13B58 g MAUT^ F. AR. 7ml110 Ytg1JSODR72113501) 562- 187: IELS: 724, 426, 730, 735, 750, 550 WAS PART NAME: H3-B, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC 120 MPH EXPOSURE NEXT LEVEL DATE DWG. NO. 9/14/ 94 99-0-033 1-1 NE PLOTSCALEDRNdjBYSHEET 3 OF 3