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218 Clydesdale Cir - BR04-000178 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER D R Horton 02 0 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 MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION CT'n PERMIT # __ DATE %Q CIO% (LPERMITDESCRIPTION PERMIT VALUATION SQUARE FOOTAGE LA a 0 0 H CERTIFICATE OF OCCUPANCY COMPLETION This is,to certify that the building located at 218 CLYDESDALE CIR for which permit 04-00000178 has heretofore been issued on 11/06/03 has been completed according to plans and specifications filed in the office of the Building Official ri r to the issuance of said building permit, to wit as . " Qc szr e4 complies with all the building, plumbing, el ctrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL DATE BUILDING: tA FIRE: Finaled-a 3•oy Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In •23d 1 (.,,, n,QZ Lines In Meter Sewer Set _ Tap Reclaimed Water ENGINEERING: Street Drainage 4,1 . Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer _ Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 12/15/03 01-APPLCTN FEE -ELECTRIC 12/29/03 01-APPLCTN FEE -BUILDING 11/07/03 01-APPLCTN FEE -MECHANIC 12/30/03 01-APPLCTN FEE -PLUMBING 11/21/03 02-ENGNG DEVLPMT FEES 11/07/03 01-FIRE IMPACT - RESIDENT 11/07/03 01-LIBRARY IMPACT FEE 11/07/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 Yes No ADDT?rWAT. PAGE: 4 CERTIFICATE OF OCCUPANCY / COMPLETION This is. to certify that the building located at 218 CLYDESDALE CIR for which permit 04-00000178 has heretofore been issued on 11/06/03 has been completed according to plans and specifications filed in the office of the Buil 'n'g Officia. r' to the issuance of said building permit, to wit as complies with all the building, plumbing, el ctrical, Vzoning 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 11/07/03 279.61 01-POLICE IMPACT RESID 11/07/03 91.93 01-RADON GAS TAX FEE 11/07/03 12.27 01-ROAD IMPACT FEES 11/07/03 847.00 01-RECOVERY FD/CERT. PGM. 11/07/03 12.28 01-SCHOOL IMPACT FEE 11/07/03 1384.00 WD IMPACT:SINGLE FAMILY 11/07/03 650.00 SD IMPACT:SINGLE FAMILY 11/07/03 1700.00 OWMR BMILDING AL / DATE 1 I CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIQN] kz SINGLE FAMILY RESIDENCE**** 1 19 DATE: 3/19/04 4 PERMIT #: 04-178 t ADDRESS: 218 CLYDESDALE CIRCLE u Z BAKERS CROSSINGCr CONTRACTOR: PHONE #: D R HORTON TOM 407-321-2797 1 1 I I 1 1 j I 1 1I I 1 I C yto I 0 OvtJW I aoo°° v, a O v C y y z d The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public V ilities CONDII _ Fire N/A Zoning N/A Licensing N/A Y IF APPROVAL IS CONDITIONAL) J . CITY OF SANFQRD PERMIT APPLICATiO Permit # . /7 9 ate/ Job Address: Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Potil , Electrical: New Service— # of c)MPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Ca1E, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines Plumbing/New Residential: # of WWrr Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fb r (vtla;er than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: a Phone: Contractor Name &' Address: 19COMiMCEQTRT+Ti QTTiTm1 mateLicen-see'N'umber- G•/ } g_ ' Phone & Fax: i:eKf'i MARY T`iiiiRfitdTd c --N59AaA) /O/19, ,oQj Prie€clW +M8 4O r%'g..z30o-,-1 Bonding Company: Address: Mortgage Lender: Address - - -- - - - — Architect/Engineer: Phone: __,..___._-......... _, ._._...__ Address: Fax: -_ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understandthat a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AiR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with?all`apphcabla laws rc:p7JMng construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL"I" iT4 YOUR TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies; oi' fcdcra.l agencies. Acceptance of permit is verification that l ++•ill notify the owner of the property of the requirements of Florida -Li, n rF 71 DEC 2 6 2003 SignatureofOwner/ Agent Date 'S'igna - Contactor/Agent Date OBERT G. DELL,* RUSSO Print Owner/Agent's Name P nt Contractor .doe t'S me DEC 2 6 2003 Signature of Notary -State of Florida Date Signature of No-ry-State of F a Date Owner/ Agent is Personalh ono+n to ,Me or Conuactor/AQc..: a _ Personali Known to Me or Produced ID Produce, :J APPI ICAI ION APPROVED BY: Bldg: Zoning: FD: Initial & Datel (Initial & Date) (<6iaibitalt_>"U ae•))--- ' '(7trual& Dat: MlRINDA. (%• TIiRNER accial Conditions: '_: r*, a., `°' f.Y CO r !OM # DD 212893 6tMISSF o _---- B=i.d-d hr i 'uiary Public Under4!riters 5-06-203 7:09AM IRum VUCt?.0`ra-.:,1 ..:;,q.r,'i,v.t!rv<:R•.Y:<.>.,,,n,.,.:v.,r....,....,.,`,,,......,,,y.......................... ..- CITY OF SANFOkD PERMIT APPLICATION 1Z—z r —03 Datr, Pe'rmit'p'':.. r / Job Address . c Descrlp'tion urf µ'ork: U( Hutori'Distrlct Firc S hnkler/Alarm Pool Permit TyPc. Building Electrical ' Mechanical Plumbing __ _ P r Tern ofsuy Polc _ leetricYl: New Service # of AMPS&5 20'0 Addition/Alteration Changc of Service P New (Duct Layout & Energy Calc. kcqu,red) Mechanical: Residential Non -Residential Replacement Plumbing/ New Com'mercixl: It ofFixturw # ot`Watcr:&Sewer Lines tt of G',,s Lines Plumbing Repair- Residential or Commercial Plumbing/New Residential: # of Water Closets,_ Occupancy Type: Residential Commercial Industrial Total Square Footage, a I, of )7welling Units: Flood Zoue: (FE,\M form required for othrr tnan x; Construction Type; of Stories: Artaeb Proof of Ownership it Legal D,,crlplton) Parent X: I ; L uc( a0 _ Owncrs Name & Address: . t —. o- _ J d 3 2-D Z.---- Phnn: n -- a5 L._ C Contractor Name 64 Address: _ LA k/ha S Z Jtatc Liccnsc Numhcr - `J - Yhone. & Fax: - - Contact Person: _L,S, - Donding company: Mortgage Lend¢r. Addrk": " ' Yhont. Architr-cUEnginecr: - Fas: --- Ador•cis: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wink or insu anon hai convneoced prior to '•n= issuance of a permit and that all work will be performed to abet Standards of oil laws regulating construction in this jurudictiun. I undcrsand that a xparnxpermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HE-ATERS, TANKS, end AIR CONDITIONERS, eta. Q AFFIDAV IT: I Certify that all of the foregoing infOrryunon is accurate and Out all wx" vrill bt done in corrr?)rand µids at; sppi+.obie 1,—i tui nnEconsovcrionandzoning. wARNING TO OWNER: YOUR FAILURE TO RECORD ANOTICeOFCOMMENCEMFNf MAYOUR L LI IIN YOUR OK q^ -\ t"c' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITHATTORNEYBEFORERbC'OkDrNG YOUR NOTICE OF COMMENCEMENT. NOTIC : In addition to the rcquirtments of thin permit. theft may he additional resrricdons appiienble to this proycrt7 Out nvy be fowso in inc pub!,, rc:unis 01 this county, and them may be addiucmal permits requirod f rim other Qovammontal cnnncs such as µ+se* manogement dISMCL<, state agencies, Or icdc,'.+I if.cnc,ci.. 7nninR: Vatue of Work: Acceptance of permit is veritication that I will notify the uwner oi'the property of the requiremcntt of Plo L)en Law, F 71 J. DateSi nalurc Uf (Conmctnti.4grnl Date Signature of Owner/Agent Print Oµ'ncr/Agcnl's Name Yr t CvntractoriAgcnt't N c ' Sicnatutc of Nutivy •.$urr of F Inn ilk f)alc Cignawre of ai ' Stsrc nl"rlenu JJ.0 wnc /n,Gant is..___ periunnliy Knnsvn (r Me ur ruduc d ID nPl'Lll'A1'IO\AVVROVED llv: ludg: ipeectl Conditinn:: - — f,'W iine(nr/A RCN i5 `'r<niiiily lno"n w ^tr Quit It;:. lnil,al & Ihw) (Inuial &Date) ilmu'. Uatc) Marie A. Zettlemoyer 4+: Commission 4DD221380 Expires: Jul 15, 2007 eBonded ThruliiQ" Atlantic Bonding Co., lnc Permit # : (!)y ^ \ Job Address: Description of Work:JF 0 CITY OF SANFORD PERMIT APPLICATION k r Date: Historic District: Zoning: Value of Work: $ ZE2a Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor. 11 y Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential v""' Commercial Industrial Total Square Footage; Z4 Construction Type; _, # of Stories: _ — # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: Owners N Address: Attach Proof of Ownership & Legal Description) Phone: 1 048[.[. State License 'Number: (X'Yl Person: /"1Z>--' Phone: Bonding Company: i c Address: Mortgage Lender: Address: —__,_,,,...,_......_..._........._._.._._._ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYRESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pV-iAo tion at I will notify the owner of the property ofthe requireme of orida Lien , FS 713. fzGJ Signa re of Owne gent Date Signature of Contrae.tor/Agent Date I% e me Print C egt's Na me Signatof Fl nda Date ature of N OTAR- S Date OFFICIAL NOTARYSEAL PATRICIA COULTON PATRICIACOULTONNOTARY PUBLIC STATE OF FLORIDA NOTARY PUBLIC STATE OF FLORIDA Owner/ gent 0WSMN1N&VM34 $0or C MISSION NO. DD134330 niv. Contractor/Ag t ' ProuI _Produced APPLICATION APPROVED BY: Bldg, F 1 :: O Zoning: initial & Date) Special Conditions: Initial & Date) Utilities: FD; Initial & Date) Gnitia i & pate) 1 Aso\. 3 f D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK -LIST a LOT #'-15 P2SUBDIVISION: BAKERS CROSSING ADDEESS 219) & . SN zD -52: T---f5 BUILDINGAPPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS PLOT PLANS V// 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT AITACHED TO THE PLANS SETS OF SEALED TRUSS PROFILES AND LAYOUTS V ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT DriU6Cclleu J CITY OF SANFORD P-Q. Box 2847 SANFORD, FL 32772 PHONE !a (407) 330-5630 APPLICATION FOR UTILITY SERVCCi? ACCOUNT (DULL NAME) M,9 EH _totvtt,, SERVICF ADDRESS ZI I,AX. 11 (407) 328-7367 MAIL,IN6 AD D PE SS(o25O TURN ON DATE ZIP SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCECAWrl-zlr1NP_xti COMMERCIAL W 0 R K g-p- 8G"-:4-q •I O I SOCIAL SECURITY## HOME# S A OWNER OF PROPERTY D IZ I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. 1 AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARPAIDATTHETIME WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. ALL OUTSTANDING CHAR - I MUST PAY UNDERSTAND SAT NON• RAYMENT OF MY ACCOUNT WILL STOP SERVI(-.;= 1 SIGNED; L DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR 0ATE_ Limited Power Of Attorney I hearby name and appoint: Craig Coulton andcz>.. each agent's of D,R, Horton Inc, To be my lawful attorney in fact to act for me and p ply The Building Dept, of: C 1 tj o. Gay) 6r, For a residential permit for work to be performed at: 11H Lot # Subdivision ; ,1 2 scross irci Address; 2tE5 And to sign my name and do all things that are necessary to this appointment, Richard B. Ladd OB0055300 Contractor State Registration Number i ignature of Contractor This foregoing instrument as acknowledged before me this: Date: ZS 03 By: Richard B, Ladd ( Contractor ) Who is personally kn wn to me, State of Florida County f Oran OFFICIAL N07AR S PATRICIA COULTONNOTARYPUBLICSTATEOFFLORDACMISSIONNO, MY COMMISSION EXP.DUnLY2 2006 ry Public Sig ture' Notary Seal PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 75, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 75 CONTAINS 6600 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 522 SO. FT. t TOTAL SOD 4221 SO. FT, i BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 64 LOT 63 LOT 62 60. 00' 9s S89'17'34"E 9T 5' ENVIRONMENTAL CONTROL EASEMEN. II___________________________ LOT 75 DRAINAGE TYPE A w FF-- 10.0' PATIO 10.0' GRAPHIC SCALE 1 40.0' 0 15 30 I I F1W 40.0' II N LOT 76 Lli I PROPOSED MODEL i O CV 1965 FINISHED FLOOR ELEVATION=30.1 - I o 19' o D O LOT 7 4 O N I a o N Q o 1 a N 00 I A/c,, z O Z Io0i5 Q N I COVERED ENTRANCE I w I 5.2' 11 e 20.0' I DRIVE`... I III1 yY1 v 10' UTILITY EASEMENT I 28.4 i 26.3 N89'17'34"W I 60.00' Nl.o1 PROPOSED Nlo INLET of Nol 280.75 I 28.90' PT N89'17'34'W 309.65' PC CENTERLINE Ol_/ CLYDESDALE CIRCLERIGHT-OF-WAY TRACT "A" 50' RIGHT OF WAY IoqMricDcvyp rwrp PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 75 AS BEING NOO'42'26"E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM42627 DRAWN BY: PLOT PLAN 09/16/03 SDO CITY OF SANFORD LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE - POB POINT ON BOUNDARY POL POINT ON LINERIGHTOFWAYLINEFCCPOINTOFCOMPOUND CURVATURExPROPOSEDELEVATIONPOCPOINTONCURVE OR OFFICIAL RECORDPROPOSEDDRAINAGEFLOWPD- PLANNED DEVELOPMENT O CONCRETE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION - PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED. TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS - CONCRETE SLAB PB PLAT BOOK C CHORD LENGTHPGSPAGESR/W RIGHT-OF-WAY 50. FT. SQUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY. RESTRICTIONS . OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 THE VR, M SCATELLO JR. PSM j49 8: DarE G:MSM42U11042627.dwq. 9/17/2003 9:05:12AM ZST . Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address s:1—r- Clty/State/Zlp `L'o, l SEE 3? ' Phone & Email INSTALLATION ADDRESS; SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: u - W?MQuarterlyPaymentAmount}; First payment due on the Install Anniversary Date) Any payment deemed.30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Address City/State/Zip Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will. varrant the structure(s) against subterranean termite damage, If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000• Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVETHERELATIONSHIPOFTHEPARTIES, 7 Apex Representative Signature Date stom40rA Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElancot1InstallSentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2• monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4• during those years, inform the Customer ofta• any new or increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andc• any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity, The Company will extend this Service Commitment following the original twelve month obit atton. Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditionThe s oficonagreementfor er quarter 3mo period) y this y q ( P ) payable on or before the end of the previous monitoring period. After. thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact gmaintainthe area(s) underpiertypestructure, or as noted in "Special or Additional Comments". ,standing water. , eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into,agrees to fon opor and and, thearea(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroying. Insectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Para ra re . ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisgphexist. Failure DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W paragraph; INCLUDING STATUTORY WARRANTIES, AND LEOROR IMPLIED; MERCHANTABILITY, FITNESSFORAPARTICULARPURPOSE, OR W IMPLIED WARRAINTES, OF FURTHER, COMPANYHASMADENOAFFIRMATIONOFFACTORPROLgTINGTALIKESERVICE, SERVICE PROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANPRODUCTOR'. Customer expresslywaivesandreleasesanyclaimsinanylawsuit, arbitration or other legal proceeding negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss o EXPRESS WARRANTY. compensatory, Incidental, consequential, exem la P ng agatnst Apex for event shall Apex Incidental, liable for any amount greater that amount paid id the Customer t fuse, diminution y value, economic, P ry, punitive, liquidated, treble, or special damages if any kind, and !n no, o Apexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult A physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding Any -allergy or, sensltivity 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 CONDITIONSByspecificreferencehereto, 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 as Installed by Apex on the Customer's premises under this agreement. 21 On expiration or termination of this Agreement, Apex and DowElanco.or.its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3• If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a, Apex will; (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Partles) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer An effective different, form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, And;.(5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identifled herein as of the date of the Initial Instalintlon, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of batting 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 of Apex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex 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. If any part of this Agreement isheldtobeInvalidorunenforceable; for any reason, the remaining terms and conditions of this Agreement shall remain in fu11 force And. effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement, DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other Act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termlte damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)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 dispute to the least expensive procedure of arbitration in accordance with the rules and procedures forcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance With and subject to all'thaprovisionsoftheUniformArbitrationActAsinforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S,C, section 1, etseQ,,_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 wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees Associated with the arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed At the time of purchase constitutes the entire Agreement between the parties anynootherrepresentationsofstatementswillbebindingontheparties. 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 IdcntiflePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -inspection, whether the inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date- After thinitial12 (twelve) month period, Customer may transferor assign this Agreement with a = transfer fee payable to Apex withinthirty) days of the transfer of the treated Property, Trademark of DowElanco Brevard Area Orlando Area508SPlumosaSt. 7006 Stapolnt Ct. #G Tampa/Sarasota Area Merritt Island, FL 32952 Winterpark, FL 32792 5314 FauIkenburg Rd N407-459.2847 407.8S8.0540 Tampa, FL 33510 800.929.2847 888.764.2847 813.221.2847 877459.2847 CITY OF SANFORD BUTLDI NG DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 0 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: 0 a. Foundation plan Indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. p b. Floor plan indicating interior wall partitions and room Identification, room dimensions, doors window, andlor opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part S) 0 C. Elevations of all exterior walls, east, west, north and south. FInish floor elevation height as per City Engineering Department or subdivision plat. p d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. 0 e. Framing plan for floor Joists where 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 spitcing openings to carry and support trusses. 0 g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralls and guardrails. 0 h. Square footage table showing footagesl Garages/Carports 4`J S.F. Porch(s)/Entry(s) ,.- __S.F. a Patio(s) E-50S.F. Conditioned structure 0—+ S.F. Total (Gross Area) 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 unstable 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 a. Utility letter or approval when public water supply and/or sewer system connection to be made. o b. Septic tank permit to be obtained from Seminole County Health Department Fitt 400 W. Airport B1vd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR. IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tle beams - columns- cells 6. Rough electrical 7, hough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation/ ftrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final . is, Other DATE SIGNATURE By Owme F-- ._. -. . I , FEDERAL EMERGENCY MANAGEMENT AGENCY _ r O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200, ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION ForInsurance Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 218 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 75, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N,' or ##.#####I. NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOODZONE(S) Zone AD, use depth of flooding) 1202940045 E 4117195 4117/95 X 24.5 131 U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction_ A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram mostsimilar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according tothe building diagram spedfied in Item C2. State the datum used. Ifthe datum is different from the datum usedfor the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used —Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement orenclosure) o b) Top of next higher floor N/A , ft.(m) Cn o c) Bottom oflowest horizontal structural member (Vzones only) N/A. ft.(m) CD Q o 0 o d) Attached garage (top of slab) 30. 3 ft.(m) E o e) Lowest elevation of machinery and/or equipment W 6 servicing the building (Describe in a Comments area) 30.1 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 29.2 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 30. 1 ft.(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.11 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and Con this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME GALEN K. BELL LICENSE NUMBER 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT TR ET, STJ4 18P ORLANDO FL 32803 SIGNATURt,U DATE TELEPHONE 3/23104 (407) 426.7979 FEMA Form 81-31, January 2603 See reverse side for continuation. Replaces all previous editions For Insurance Company Use: Policy Number IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andforBldg. No.) OR P.O. ROUTE AND BOX NO. 218 CLYDESDALE COURT CITY SANFORD STATE FL ZIP CODE I Company NAIC 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select thebuilding diagram most similartothe building forwhich this certificate is being completed — see pages 6and 7. Ifnodiagram accurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement or endosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higherfloor or elevated floor (elevation b) ofthe building is _ fL(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local offidal must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Earecorrect to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS i Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (orE), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossedby a licensed surveyor, engineer, orarchitectwhois authorized by state or locallaw tocertify elevation information. (Indicate thesourceanddate of the elevation data in the Comments area below.) G2. A communityofficial completed Section E for abuilding located in Zone A (without a FEMAassued or community -issued BFE) or ZoneAO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCFJOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: _. G9. BFE or (in Zone AO) depth of floodingat the building site is: _. _ fL(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS i Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 75, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE 'COUNTY, FLORIDA BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 64 LOT 63 LOT I 62 0 60.00' S89'17'34"E 5' ENVIRONMENTAL CONTROL EASEMEN 1 LOT 75 N 14. 1, - 30' 10.0. 10.0' GRAPHIC SCALE 40.0' 0 15 30 z N Lo oNoLOT76LdoN O N ONE STORY CONCRETE BLOCK I I O O O LOT 74 O N a, RESIDENCE P FINISH FLOOR pl Ual O ELEVATION=30.82 mI < v) r z yo, Z1 1S COVERED I WiNENTRY1 5.0' I 10.0' p a 10.0' 3 C W' CONCRETE:: 1I DRIVCWAY, i 2g6 10' UTILITY EASEMENT.;... 1I ry9'L N89'17`34"W 31 60.00' bNIO SINplutl 29'a 280.75' i 28.90' PT CENTERLINE OFF— RIGHT-OF-WAY N89'17'34'W 309.65' PC CERTIFIED TO AND FOR THE CLYDESDALE CIRCLE EXCLUSIVE USE OF: TRACT "A" NOTE: D.R.H. TITLE COMPANY OF FLORIDA INC.' 50' RIGHT OF WAY TUC' FINISHED FLOOR ELEVATION OF THIS FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA JOHN R.M. KING AND BETH A. KING CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-22-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. - BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 75 AS BEING N00'42'26"E PER PLAT. FIELD DATE:) 11-19-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si JOB NO. ASM42627 FOUNDATION FINAL 3-22-04 CKB DRAWN BY: PLOT PLAN 09/16/03 SOO STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LEGEND BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC - RIGHT OF WAY LINE LB #6393 (03/22/04) 4 EXISTING ELEVATION FND 1/2" IRON ROD AND CAPOLB #6393 (03/22/04) CONCRETE CNA CORNER NOT ACCESSIBLE -. LB LAND SURVEYING BUSINESS _ 6 DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP CONTROL POINT PC DENOTES POINT OFCURVATURE P) PERMANENT PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/ W CONCRETE WALK TYP TYPICAL S/ W SIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD - COW CONCRETE BLOCK WALL CS CONCRETE SLAB - RP RADIUS POINT - C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS - POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 ( 407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY . SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA 10 p --D3 GALEN K. BELL, PSM j TE CITY OF SANFORD PERMIT APPLICATION i'ermit it: Oy ( Date: ) t-3 Job Address: 4 . CC. ` Z/)S) --_ I Description of Work: Historic District: Zoning: Value of Work: 5 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — It of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Rcgtlired) to Plumbing/ New Commercial: # of Fixtures 1/ of Water & Sewer Lines # of Gas Lines ZPlumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Lone: (F'EMA form required for ocher than X) Parcel #: Attach Proof of Ownership & Legal Description) n Owners Name & Address: • (Z ur Phone: CuntractAbVTrANAGEPLUMBING, INC. State License Number: . — C 0P.O. BOX 62002 7 Phone & OWFDn, FI nRIDA 32762 G027 Contact Person: MG L . ADV)kN- , INC. Bonding Compan 407) 366-3994 P.O. BOX 620027 Address: DO, FLORIDA 32762-0027 Mortgage Lcnder: Address: Architect/Engincer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ArrORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county,, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of -loci aw, FS 713. Signature of Owner/Agent Date Signature off Contractor` e Print Owncr/Agcnt's Name Print Contractor/Agent's Name Q Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Contractor/Agent is I '1'crsonally i ifotiVtt'tdT Xor HALL Produced ID Notary. Public, State of Florida My comm. exp. Feb. 1, 2008 . Lonine: Utilities: Comm. %: DD 258139 Initial & Date) (Initial & Date) (Initial & Date) THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: Y2 A R. Horton Inc. v 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PSG 0380 CLERK'S # 2"0032002"20 RECORDED 11/06/?003 02:07:13 PM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT J / g y pPrepareinduplicate) / 4te ( v 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 ofppropperty: Lot(s) 71, 72, 73, 74 and 75 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 CERTIFIED COPY Owner's interest in site of the improvements: Fee Simple MARYANNE MORSE Fee Simple Title Holder (if other than Owner): CLERK OF .CIRCUIT COU11!II Name: Phone #: SE141 QI E COUMT)X FLORIDA Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: FPI R' P Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 NOV 6 $ Surety (if any): o Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Ho& awson, 0 by: o ess tant ecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 15 day of 1 1ove r ,2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a eTaware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County. Aforesaid otary ignature OFFIC1eU V . PATRICIA COULTON NOTARY PUBLIC STATE OF PLORIDA COMMISSION NO. DD134330 MY COMMIS'SION FYP. ULY 26,2006 Notary Seal 5/o/OMn/ muny n zoJ-/7J DATE: __ BUILDING PERMIT \]`\ / (CITY) COUNTY NUMBER: UNIT ADDRESS: y` ------ --- ---------- TRAFFIC ZCNU o JORISDICTION: SEC: ___ TWP: _ RNG: SUBDIVISION PLAT BOOK: PLAT BOOK PAGE: ._ OWNER NAME ADDRESS: _ » --- --------------------- APPLICANT-----_-~---------------------------------- ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCR1PTIOMa Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # &TYPE TO-L DUE ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLG CO -WIDE O dwl unit $1,384.00 1 $ 1384.O0 AMOUNT DUE $ 2,285.00 STATEM NT / RECEIVED BY: SI8NATORE x PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DIST BUTION: 1-COU1,4TY 3-CITY 2- APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT F-_' EES WHICA ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A ~1}ILDING PE MIT. ERSQNS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE RQAD9 LIBRARY SYSTEM AND/OR EDOCATIONAL. ( SCHOOL) IMPACT FEES MUST BE EXFRCISED' BY FILIN8 A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE O- OCCUPANCY 0R OCCUPANCY. THE REQUEST FOR REVIEW MOST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEAL'i'.*, MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICQ 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3O0 NORTH PARK AVENUE SAHFODD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. T THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH'^ISSUANCE OF A*** FAMILY BUILDING FERMIT******************** l o-03•-•203 9 t 52AM FROM P. 1 r[+•fir, . . CITY OF SANFORD PERMIT APPLICATION Permit #: l"1_)i- Date: Job Address: r Description of Work: •. Historic District: Zoning. Value of Work: e w V'o•r-c qq Permit Type: Building Electrical _ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical; Now SeMoo — # ofAMPS Addition/Alteration Change of Servicc Temporary Pole Mechanical: Residential Nan -Residential __ Replacement New (Duct Layout & Encrgy Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines p ofGras Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for otuer than X) Parcel #; -- Attach Proof of Ownership Bt Legal Description Owner: Namv & Address: Z7 Z d ZZ62rd.n r7 Ltd G Phone: .1" f - Contractor Name Sr Address: _ l /7 Cn u i t! d /f r_/ilw. `v ... l.•,. c 17 State License Number:'r Phone & Fr,z; MeetGv et Person: 1(70/t/iv4e Phone: Bonding Company: Address: Mortgage Lender. _ ._.,•_ Address. ArchittCVEngineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will Fie performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONF.RS, etc. OWNF_A'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicablo lAws mr;ulacngconstructionandtoning. WARNINO'1'0 OWNER! YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YQW( flay!\(; TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OK AN ATTORNEY BEFORF, RECORDING YOUK NOTICE OF COMMENCEMENT. tSTiU: In addition to the requirements of this permit, then: may be additional restrictions applicable to this property that may be found tit die public records othiscounty, and there may be additional permits requited from other govcmmontal entities such as water management districts, state agencies, or Nderal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, ES 713. Signature of Owner/Agent , Date Signature of Contractor/Aeeut Pate Print O)vncr/Agent's Name Print(, 0 r/Agani's Name Signawrc of Notary -State of 1•londa Date Signature ofNot ate of flood ! = Vatyiv l3onrry G Logan My COMMISalott DD201661 UwncNAgent is _—Personally Known to Me or Contractor/A•gent is _'eryonaily Known to Mc or wt Expires! May 17 2007 Produced ID,__ _ Produced ID _ APPLICATION APPROVED BY: Bldg: Initial & Dale) Sp,000 Conditions: Zoning: Utilities: FD Initial & Dare) (Initial & Date) (initial & Date) FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: a)-?' C, )h i h\i r__ Q. (z . Permitting Office: City, State: t;c Pi;) 7 L ', ;) 77 3 Permit Number: Owner: M.-R. } 0;z; Jurisdiction Number: Climate Zone: Central I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hrc. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 d. Tint/other SHGC - double pane 0.0 ft, b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft, _ EF: 0.86b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 W d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 R2 _ 15. HVAC credits PTb. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft , MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: - DATE: _M----------- Q 5_------- I hereby certify that this building, as designed, is in compliance with the Flodd@ Ener y qpde. OWNERIAGE T: T- DATE: I cl & a 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: PLJ - DATE: STY- lu EnergyGaugee (Version: FLRCSB v3.2) r 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 OverhangFloorAreaType/SC Omt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0,70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4Exterior1054.0 1,90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2Exterior20.0 4,80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8Raised0.0 0.00 0.0 Bass Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGaugeV DCA Form 60OA-2001 EnergyGaugeOFIeRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 37380.3 0.4266 15946.5 38631.1 38631.1 1,000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0,950 0.950 13036.5 13036.5 EnergyGaugeym DCA Form 60OA-2001 EnergyGaugeURaRES'2001 FLRCSB v3.2 X FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9,22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1,00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8Exterior1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6BaseTotal: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2Exterior20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0,64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0Raised0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGaugeV DCA Form 600A-2001 EnergyGaugeMaRES'2001 FLRCSB v3.2 I" , FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS-.,,, PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232,8 Total Winter X System Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 5224.7 0.6274 3278.0 8232.8 8232.8 1,000 1.00 0.078 x 1.160 x 1.00) 0.449 1.250 0.449 0.960 0.950 4392.1 4392.1 EnergyGaugey" DCA Form 60OA-2001 EnergyGaugeO/FlaRES2001 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 15946 3278 10256 29480 13037 4392 10495 27923 PASS EnergyGaugeTM DCA Form 600A-2001 EnergyGaug6V/FlaRES7001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS O I PRAMCE CHECK Exterior Windows& Doors OCIAKIA Maximum-0 Gfmim.ft. window areav .5 cfm/sci.ft. door area, Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding we foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier is installed that extends from,and is sealed to, the foundation to the topplate, Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is installed that Is sealed to the perimeter, penetrationsand seams, Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed t is sea e v e r at penetrations and. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed Inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested, Multi-s ous 60 ,1.A J.2,5 Air barrier on perimeter of floor cavity between floors, Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA-99 nT41C0 DCCCf+oloTlvC SAMAO+lInMC- C MP NE SECTION MOWL. aa. REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) r cut as) mustbe provided, External orbuilt-in heat trap reaulred, Swimming Pods & 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 effidency of 7 ° Shower 612.1 Water flow must be restrictedto no more then 2.5 -gallons Per minute at 80 P IG. 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, 607 1 e ara e r a it i le m ual au omati the stat for each s e 604.1, 602.1 Ceilings -Min, R-19. Common walls -Frame R-11 or CBS R-3 both sides. F!!: Common ceiling & floors R-11. EnergyGauge'14 DCA Form 60OA-2001 EnergyGaugeV/FlaRES'2001 FI-RCSB v3.2 ENERGY PERFORMANCE LEVEL (EFL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more etlticient the home, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr3. Number of units, if multi -family 1 _ SEER: 12,00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? yes _ 6. Conditioned floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems i b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr ic. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 d Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R-3.0, 1026.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R-11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R-11.0, 302.0 ft' r d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' - 15. HVAC credits PT b, N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc, AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code com liant atures. Builder SignaturDate: { Address of New Home:i? k.City/FL Zip: r f NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is-W a Building Energy Rating. If yourscoreis 80 or greater (or 86 fora US EPA/DOE EnergyStar 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. ContacttheEnergyGaugeHotlineat3211638-1492 or see the Energy Gauge web site at www 'sec. ucf eduforinformation and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contacttheDepartmentofCommunityAffairsat8501487-1824, EnergyGauge® ( Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2885 For: D.R.HORTON Notes: Desi n Information Weather: Odando_AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction qualityFireplaces Average 0 Area (ft2) Heatin 194# Cooling 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency Heating 7.5 HSPF input Heating output 0 Btuh @ 470FHeatingtempriseActualheatingfan0 1383 OF Heating air flow factor 0.041 cfm cfm/Btuh Space thermostat 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,Slzing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OFUsemfg. data n Rate/swing multiplier 0.98 Total sens, equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 BtuhTotallatentequip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent coolingTotalcoolingActualcooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh 82 Bo/d/Italic va/uea haveboon menualty over Idden 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr'1ghtsoft ftM•SW 9 ReWdentW- 5.0.84 RSR28015 E:FUes drtwrlonH985 1985.rar 2002-Mer-0812:12:28 Pape 1 a RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2685 roceaure A - winter infiltration HTM 1. Winter infiltration AVF 0.80 ach x 15736 ft3 2. Winter infiltration load 1.1 x 210 cfm x 32 3. Winter infiltration HTM 7400 Btuh / 260 fta Calculation" x 0.0167 - 210 cfm OF Winter TD = 7400 Btuh Total window = 28.5 Btuh/ft3 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 W x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Procedure C - Latent Infiltration Gain I 0.68 x 43 gr/Ib moist.diff OF Summer TD = 2081 Btuh Total window = 8.0 Btuh/fV and door area 1-roceaure o - Equipment Sizing Loads x 105 cfm = 3100 Btuh 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TDSensibleloadforstructure (Line 19) 990 Btuh Sum of ventilation and structure loads = 24414 25404 Btuh BtuhRatingandtemperatureswingmultiplierx Equipment sizing load - sensible 0.98 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. Internal loads = 230 Btuh x 5 people + 1474 1150 Btuh BtuhInfiltrationloadfromProcedureC + 3100 BtuhEquipmentsizingload - latent = 5724 Btuh t. onsxruciion uuaiity is: a No. of Fireplaces is: 0 BoldlltaN¢ values have been manually overridden I Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Rlght-Sutte RoWdentW- 5.0.54 RSR25015 2002-Mar-0612:12:28E:\F4ee\drhWon\1988\1985.nv Page 1 F RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831.2665 W S D W G L S S O N A S O O W C W SNKIALOTHVGNHVVHHNHDYRLAWRAHLGCRRGTAAWLZEMDGZLOXYTMRR LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0anseaCn0d11901.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 I_...) BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wnhtft1 !+ gsohtSults ReaMenpalTM 6.0.84 RSR28016 2002-Mar-0812:12:28 KE:\FAee\drhorton\188b11888.rer Pape 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831.2665 J: (in to. 1 Name of room Entire House LIVING LAUNDRY M/BTH14MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft3Roomdimensions Celings Condit. Option 8.0 ftl heat/cool d 31.0 x 13.0 ft 8.0 It I heaVcool 10.0 x 6.0 ft 8.0 ft heaVcool 9.0 x 18.0 ft 8.0 ftl heat/000i TYPE OF EXPOSURE CS NO. HTM Htg Cig Area ft) Load (Btuh) Htg Clg Area Load (Stuh) Area Load (Btuh) Area LoHt9ad( Btuh) ft Htg Clg ft Htg Clg ft 6 Gross a 148 4.6 2.1 1248 320 p pExposedb12C2.9 1.9 48 48 0 pwallsandc13C3.2 1.2 320 64 80 48partitionsd0.0 0.0 0 U 0e0.0 0.0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 p p pgglassdoorsb8C37.0 54 1996 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0e0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 us 3 59 0 p 0 0glassdoomNE/NW 39A 80 3152 32 1261 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0 0 pSE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 0- 0 0 0 0 0 0 0Horz0.0 0- 0 0.«. 0 0•"' 0 0 0 8 Other doom a 10D 14.7 9.9 38 669 378 20 294 199 18 265 179 0 0 0b10D14.7 9.8 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 148 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wellsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 161 56partitionsd0.0 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 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 80 102 134 162 276 361b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 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 0 0 0 0 0 0 0 0 0 00000000 11 Floors Note: room a 22A b 25.9 0.0 0.0 0.0 202 0 5236 0 54 1400 0 10 259 0 6 156 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Is dispi. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.6 8.0 260 7400 2081 75 2135 600 18 512 144 01 0 0 13 Subtotalloss=6+8..+11+12 30561 8048 1334 1g81Lessexternalheating0p0Lesstransferp 10 014 15 Duct loss Total loss =13+14 10 3050 33617 805 10 133 10 0 5888531467640 16 Int. gains: People ® 300 5 1500 0 p 0 p 0 17 1200 Subtot RSH pain=7+8..+12+16 2 1800 22196 0 0 1 800 p 0 0 Less axiomal = Appl• Ing p 4644 p 1129 410 Less transfer p 0 0 0 18 19 Dud gain Total RSH galnm(17+18)•PLF 10 1.00 2219 24414 10 1.00 464 10 0 113 10 0 42 20 Air required (dm) 1383 1383 384 5108 289 1.00 60 1242 1.00 458 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed AWe"s3aH1t:5Oflt R1gh1-& toddReen- 5.0.64 RSR2W15 2002-Mar-0812. E:tFN*6Wrhorton119W1986 rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE_ STREET, LAKE MARY, FL 32748-6206 Phone: (407) 831-2665 Job: 1965 11 /16198 J: (In to. 1 Name of room M/BR BR 2 BR 3 BR 414NLKNUAL2Lengthofexposedwall33.0 It 11.0 ft 26.0 ft 11.0 ft3Roomdimensions14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ftCeiingsCondit. Option 8.0 ftj heat/cool 8.0 ftl heaVcool 8.0 ft heaVcool 8.0 ftI heaVcool TYPE OF CS HTM Area Load (Stub) Area Load (Btuh)) Area Load (Stuh) Area Load (Stuh) EXPOSURE NO. Htg Cig ft') Htg Cig ft Htg Clg Oil) Htg I Cig Htg I Clg 5 Gross a 148 4.6 2.1 136 88 208 88Exposedb12C2.9 1.9 0 0 0 0wallsandc13C3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 p 0 0e0.0 0,0 0 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 18 591glassdoorsb8C37,0 0 0 0 0""' 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0"" 0 0d0.0 0 0 0 0'"• 0 0 0 0e0.0 0 0 0 0 0 0 0 0If0.0 0 0 0 0 0 0 0 0""• 7 Windows and North 20.4 0 0 0 0 2 41 2 41glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0CoolingE/W 0.0 0 0 0•"• 0 0 0 0 0SE/SW 47A 0 0 0 0 14 663 14 663South0.0 0 0 0 0 0 0 0 0Hoe0.0 0 0 0 0 0""• 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 01 0 0 0 0 0 0 9 Net exposed a 148 b 12C 4.6 2.9 2.1 1.9 104 0 479 0 214 0 72 332 148 192 885 395 72 332 148 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 11 Floors Note: room a 22A b 25.9 0.0 0.0 0.0 33 0 855 0 11 285 0 26 674 0 11 285 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ, for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 455 128 16 465 1281 16 456 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869Lessexternalheating000Lesstransfer000 10 0 14 15 Duct loss Total loss =13+14 10 4203 4658 10 192 10 289 187 2117 3179 2056 16 Int. gains: People 300 1 300 0 0 0 0 0l. App8..+Q12+18 1200 0 0 0 0 0 17 Subtot RSH rLesseMemelcooling 2710 1250 1600 1280 18 Less transfer Duct 0 0 0 0 0 0 0 0 19 gain Total RSH gain=(17+18)•PLF 10 271 2982 10 1.00 125 1375 10 1,00 160 10 125 20 Air required (cfm) 1.00 192 169 87 78 131 1762 100 1.00 85 137b 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wngF"stw.c>ft RlphtSWte ResWentwa 5.0.64 RSR2M01MAft2002Mar-0812:12:28E:1FpeeWrhonon1/96MN985.rsr Page 2 r RIGHT-J WORKSHEET l Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1865 11l16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) $31.2665 J: tin to. 1 Name of room FAMILY KITCH/NOOK BTH14MANUAL2Lengthofexposedwall33.0 ft 18.0 ft 0.0 ft3Roomdimensions15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ftCeiingsCondit. Option 8.0 fti heat/cool 8.0 fil heaticool 8.0 it heaticod TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) AreaEXPOSURENO. Htg Clg ft Htg Clg ft Htg Clg fN) Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0Exposedb12C2.9 1.9 0 0 0wallsandc13C3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 010.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0glassdoorsb8C37.0 54 1996 0 0 0 0Heatingc9A29,9 0 0 0 0 0 0•"•• d 0,0 0 0 0 0 0 0 e 0.0 0 0 0 0'""• 0 0f0.0 0 0 0 0 0 0""• 7 Windows and North 20.4 5 99 4 85 0 0glassdoorsNE/NW 39.4 0 0 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0SE/SW 47.4 49 2329 29 1367 0 0South0.0 0""' 0 0•«• 0 0 0Horc0.0 0 0 0 0 0 0 8 Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0b10D14.7 9,9 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 210 968 432 111 511 229 0 0 0exposed412C2.9 1.9 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0f0.0 010 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240b0.0 0.0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 e f 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 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0Isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0flows) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 8.0 4 1537 432 33 9391 264 0 0 0 13 Subtotalloas=6+8..+11+12 5839 3666 183Lessexternalheatingp00Lesstransfer00014Ductloss109A5" 10 366 10 9A 1815Totalloss $13+14 6423 4022 201 r. 16 Int. gains: People a 300 4 1200 0 0 0 0Appl. 1200 0 0 1 1200 0 017SubrotRSHgain=7+8..+12+16 Less extemal 5127 20 240cooling Less transfer 0 0 0 0 18 Dud gain 10 513 10 383 10 0 2419TotalRSHgainy17+18)•PLF 1.00 5640 1.00 4208 1.00 264ZOAirrequired (cfm) 264 320 165 238 81 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Wnghtsofit RV Suits RoskWYM-5.0.64 RSR26015 2002-Mar-0812:12 28E:\FNss\ddv ton\1965\1M,mr Paps 3 L IOx6 iecd I00 x I2xu hcd 3e3 6' MbN n fOxIB rap 6' 3' both duct. to —F cop pFan I4xf 8x 6• w IOx6 Ivcd 80 p 7-B' T •4. px4: g 4 4/u HI WXIO 3rcd 240 4 3 170 lxcd 8x4' I 2 4- N W A 12xf2 rap N td A r" N0 3AD ly A/C D 3 07s• 70' PAD i Z IN 4• bath duct Iex6 r Dt/aroof ran-0ghc 12.6 lord 4_3 J td 145 4• drm dMl"w 7• to r—F cap ux6 Ia d Ifd3 pleas 14524X14RAID potion by M6- 7M V/IWV W40V IFf1 scale Must have 0 FinYvn cle0r0nce Of 4 Inch" arwnd the egr hw%ter per the State Energy code. Att duct has an r 6Yxulntion vogue. 8 % h yL 0 O U Rating c ' t• 3 as mJI MiTek September 17, 2003 Pages or sheets covered by this seal : I4421382 thru I4421415. Job DR1965E Builder D.R. HORTON Location BAKERS CROSSING, LOT 13 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 MiTek, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5334 Total: 34 drawings. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 34 Truss drawing. 2) Truss Index. September 17, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. s TRUSS INDEX OF JOB DR1965E Trusses included=34 0,"0R1965E\a.tre" 14421382 1,"\DR1965E\a11.tre" 14421383 2,"\DR1965E\a11g.tre" 14421384 3,"\DR1965E\a13.tre" 14421385 4,"\DR1965E\a15.tre" 14421386 5,"\DR1965E\a17.tre" 14421387 6,"\DR1965E\a19.tre" 14421388 7,"\DR1965E\a7.tre" 14421389 8,"\DR1965E\a9.tre" 14421390 9,"\DR1965E\b7.tre" 14421391 10,"\DR1965E1b9.tre" 14421392 11,nDR1965E\c1.tre" 14421393 12,"\DR1965E\cg.ire" 14421394 13,"\DR1965E\d.tre" 14421395 14,"\DR1965E\d3.tre" 14421396 15,VR1965E\e.tre" 14421397 16,VR1965E\e3.tre" 14421398 17,"\DR1965E\eg.tre" 14421399 18,"\DR1965E\fg.tre" 14421400 19,"\DR1965E\j.tre" 14421401 20,"\DR1965E\j3.tre" 14421402 21,"\DR1965E\jg.tre" 14421403 22,"\DR1965E\jg1 Are" 14421404 23,'1DR1965E\jg2.tre" 14421405 24,"\DR1965E\k.tre" 14421406 25,"0R1965EU.tre" 14421407 26,"\DR1965EU1.tre" 14421408 27,"kDR1965EV24Am" 14421409 28,"\DR1965EU27.tre" 14421410 29,"\DR1965E\m.tre" 14421411 30,"\DR1965E\s.tre" 14421412 31,"\DR1965E\s1.tre" 14421413 32,"\DR1965E\s2.tre" 14421414 33,VR1965E\s4,tre" 14421415 M 8/QN. STATE OF RAL January 27, 2003 ATVARMG • VerVy design, ptarametera and MLW NOTES ON THIS AND RRVXMM SIDS HEFORR UM. Design valid for use only with Welt c:onnectots. This design Is based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is fesponsiblAty of building designer . not truss designer. Bracing shown is for fateful support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibliity of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. Fof general guidance tegafding fabrication, quality control. stofoge, dellvety, election and bracing, consuit CST-88 Quality Standard, DSO.89 gracing Specification, and HIB-91 M Tek® Handling Installing and Bracing Recommendation ovallable from Tfuss Plate Institute, 583 D'Onoltfa Drlve, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachaQother. o o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 a: joint and embed fully. Avoid knots and wane plates I/8" from outside edge of a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices 1/ 4 ceC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke SM PANEL CLIP FORM018, 014 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. wo F i Br' a Job Truss Truss Type City Ply HORTON 1"21382 R1965E A ROOF TRUSS 10 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 11-0-0 7-1-3 1341-10 20-0.0 26-5-6 32-10-13 40.0.0 1-0 1-0.0 7-1-3 6-5.6 6.5-6 6-5-6 6-" 7-1-3 1-0-0 SWs • 1:5>.7 5.6 5.00 12 5 5A 6 4 8 2x4 Q 20 6 3 7 2 5 9Idy_ d1 yy US = 14 13 12 11 10 US = 3.4 = 3,e = Us = 3.9 = 3.4 = 10.3-14 1 20-" + 2941-2 40-0-0 10-3-14 9-8-2 9-6-2 10-3-14 Plate Offsets KY): 2:0-4-2 0-1-8 4:0-3-00-3-06:0-3-00-3-0 8:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 23-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid coiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (Ib/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz2=-224( load case 5) Max Uplift2=-1017( load case 4), 8=-1017(klad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 2-3=3714, 3-4=-3345, 4.5=-2354, 5-8=-2354, 6-7=-0345, 7-8=-3714, 8-9=14 BOT CHORD 2- 14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11=2826, 8-10=3396 WEBS 3-14= 410, 4-14=536, 4-12=-81K 5-12=1329, 6-12=-866. 6-10=538, 7-10=-410 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2DD1; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially,MWFRS gable endzone; 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 1017 lb uplift at joint 2 and 1017 lb uplift at joint 8. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,01- 13 LOAD CASE(S) Standard d . i i, 1,0116 No. 45161O o6. MATE I iaOR d& T47ARNING - v* rW design parantatera and RaAD NOTES oN THIS AND mvzR= swa Hamm Em. Design valid too use only with Mlfek connectors. This design Is booed only upon parameters shown, and or for an Individual building component 10 be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component k responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure slobllly during condiuction Is the responsibility of the erector. Additional permanent bracing of the overall structure k the responsDHlty of the building designer. For general guldance regarding fabrication, quality conhot storage, delivery, mectbn and biocing, consull OST48 Quality standard, DBB-89 Bracing Bpecillcalbn, and NIB-91 Handling instatlrrg anBe d ImakV eammendallon avalobtehomTrussPlots institute, 593 D'Onohb Drlve. Madison. W 153719. M iTek® 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, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - , ; Q joint and embed fully. Avoid knots and wane plates I /8" from outside edge of a O CL at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I14 length(+ 6' fromc, r at 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-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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second 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 ff. 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. 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 MiTek15. engineer. Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FOR101 &019 HYY< O-MR 0 f 1. Y Job Truss Truss Type Oty Ply HORTON 14421383 DR1965E All ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:03 2003 Page 1 14 5.9-14 11 0 0 17-0-0 23.0-0 29-0-0 34-2-2 40.0-0 41 0 p 140-0 5-9-14 5.2-2 6.0-0 6.0.0 6.0.0 6-2-2 5-9.14 1.0-0 Seals • 1.88.8 5,e= 5x8 = 3.4 = 4 5 8 7 5.08 152 2a4' 2.4 i 3 8 d 2 9 1 8 j jyd1 34 = 15 14 13 12 11 34 = axe = 3,e = 3" = 3A = Us = 20-" 29-0-0 _ 40-0.0i 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets MY): 2:0-4-2 0-1-8 4:0.3-0 0-2-4 5:0-3-0 0-3-0:0-3-00-2-4 9:0-4-2 0-1-0LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deB - 360 Weight: 192lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc tracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1951/0-8-0, 9=1951/0-" Max Horz 2=134(load case 4) Max Uplift2=-963(load case 2), 9=-963(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3--3770, 3-4=-0361, 4-5=-3129, 5-0=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13.14=3798, 12-13=3798, 11-12=3798, 9-11=3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11=-854, 7-11=872, 8-11=-368 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opst, 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 963 lb uplift at joint 2 and963 lb uplift at joint9. f 5) Truss Engineer. Junaidie Budiman, PEf145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331...1. 7., A_ LOAD CASE(S) Standard ; •'y Y sra n° 6 `4' 57pNAL WAI iMG - V41rW design par+arrwten and READ NUMS ON THIS AND REVERSE SIDE BEFORE USE. Design vald for use only with Welt connectors. Thk design k based only upon parometen dawn, and It for an individual bulding component to be Instated and loaded vedicaly. Applicability of design parometen and proper Incorporation of component k tespons bWty or building designer - not truss designer. siccing shown It tot lateral support of Individual web members only. Additional temporary brochg to Uaure stability during construction It the responslbWty of the etectoc Additional permanent bibohlg of the overall shuctute It the tesponslbwy of the building designer. Fat general guidance tegarding fabrication, quality conho6 dotage, delivery, erection and bracing, consul CST-68 OuoMy Standard. 055•49 tracing SpeeMeallon, and HIS-91 M Hond!WQ indallina and Srca ft Seeammendatlon ovallabb horn Thin Pate Instlute, 583 D'Onobb Drive. Madison, WI63719. iTek® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 13A * Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1 1, securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. O WEBS , J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane plates/s" from outside edge of U o a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from CApaneladjacent 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second 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, 4eunlessotherwisenoted. SBCCI 87206, 86217, 4190 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. 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, l® PANEL TM erection and installation of trusses. OO 1993 Mitek Holdings, Inc. CLIP FORM018, 019 Job Truss Truss Type Qty i Ply HORTON 14421384 DR1965E A11G ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 i1-0-p 5-9-14 11-0-0 1541-0 20-0-0 24-e-0 29-0-0 34-2-2 40-" 41-0-p 1-0-0 5-9.14 5-2-2 4-6-0 4-6-0 4-6-0 4-" 5-2-2 5-9-14 1-0-0 Scale • 1:ee.0 5x5 = 54 = s,e = 2x4 II 3x4 4 5 8 7 5 5.00 12 3.4 3x4 3 5 1 2 10 ttldj1 d to 502 % 1e 17 16 15 14 13 12 axe = 2x4 11 4.6 = 7x5 = 44 = he = 44 = 2.4 11 5-9-14 11-0-0 14-3-0 20-0-0 25-9-0 29 fW _ _ 34-2-2 T _ 40-0-0 5-9-14 5-2-2 3-3-0 5-9-0 5-9-0 3-3-0 5-2-2 5.9-14 Plate Offsets Y : 2:0-5-50-2-8 4:0-5-12 0-2-8 5:0-3-0 03-0 8:0-5-12 0-2-8 14:0-4 0 O- 8 16:0-4 00.4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.62 15 >757 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.88 15 >539 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 246 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D *Except* TOP CHORD Sheathed. 5-8 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3417/041-0, 10=2754/0-8-0 Max Harz 2=136(load case 4) Max Uplift2=-1714(load case 2), 10=-1374(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7690, 3-0=-7153, 4-5=-8112, "=-7469, 6-7=-7469, 73=-6082, 8-9=-5464, 9-10=-6021, 10-11=17 BOT CHORD 2-18=7057, 17-18=7057, 16-17=6609, 15-16=8042, 14-15=6453, 13-14=5051, 12-13=5525, 10-12=5525 WEBS 3-18=108,3-17=-500,4-17=289,4-16=2583,5-16=266,5-15=-814,6-15=-333,7-15=1444,7-14=-1401,8-14-1771, 8-13=301,9-13=-530,9-12=108 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure 8; 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. 113 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1714 lb uplift at joint 2 and 1374 lb uplift at joint 10. e.e 5) Special hanger(s) or connection(s) required to support concentrated load(s) 2268.21b down and 1161.6lb up at 143-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. ' 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. J M.45161 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) STATE ofoVert: 1-4=-74.0, 4-8=-74.0, 8-11=-74.0, 2-10=-20.0 Concentrated Loads lb) Vert:16=-2268.2 y 1116illo IIAL AwAMNG - verW design pararrselen and Rider NOMS ONTKIS AND IWVZRW SMS HJ MJW EM. ® Design valid too use only with Mifek connectors. Thk design Is based only upon pammeleo shown, and Is for an individual buldklg component to be installed and looded vertically. Applaablifty of design paoometen and pooped Ineorporat on of component k responsboy of bulk7Ing designed - not buss designer. &acing shown k for lateral support of Individual web member only. AddNbnol temporary broctrlg to Insure stability during construction k the oesponsbltly of the erector. Additional permanent brbotnp of the overall structure It the wsponsbl ty of the building designer. for general guidance oegaod" tobricatlan, quaNY conhot storage, deFrery, erection and Wooing, consul OST-aft Quality Standard, 058-89 tracing Specification, and HIS-91 M iTek® Handling ntallImand Srp Ie rackcomwmdb allonovok WhornTrussPlate Institute, US D'Onohla Drive. Madison. WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates I/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang•NailJoint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING rIA Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane i 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. Tm PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 9 no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Uty Ply HORTON 14421385 OR1965E A13 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5,000 s Sep 4 2002 Mrrek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 11-0.0 6-9-14 13.0.0 1741-0 22 4 0 _ 1 27.0.0 33-2-2 40-" 41-0-0 1.0.0 e-9-14 6-2-2 4-1-0 441-0 4.6-0 6-2-2 6-9.14 1-" Scab • 1:88.8 Sx8 = 3x4 = 30 = 5rA = 4 5 8 7 5.00 Fi2 3.4 i 3A 3 9 d 2 9 1 dd1y 3,8 = 17 18 15 14 13 12 11 3s8 = 2A 11 US = 3A = 3A = US = US = 2a4 11 6-9-14 13-0-0 20-0.0 27-041 33-2-2 40-0-0 6-9-14 6-2-2 7-0-0 7-0.0 e-2-2 6-9-14 Plate Offsets MY): 2:0-4-z 0-1-a 4:o-3-o 0-2-4 :0-3 0 0-2-4 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) 0.33 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid oiling directly applied or 5-1-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1951/0.8-0, 9=1951/0-8-0 Max Horz2=-154(load case 5) Max Uplift2=-930(load case 4), 9=-930(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=14, 23=-3810, 3-4=3144, 4-5=-2923, 5-6=3291, 6-7=-2923, 7-0=-3144, 8-9--3810, 9-10=14 BOT CHORD 2-17=3483, 16-17=3483, 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11=3483 WEBS 3-17=128, 3-16=-840, 4-16=807, 5-16=532, 5-14=75, 6-14=75, 6-12--532, 7-12=807, 8-12---M, 8-11=128 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst, BCDL=5.Opsf; occupancy category 11; exposure B; pertially;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 930 lb uplift at joint 2 and 930 lb uplift at joint 9 b 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard V;'••' ' 4i; . + " No. 4.5161 ='k a 0., SPATE of f + T L AWARNING - Ver(Jjf dov4n pasasswters and RRAD NOTES ONTKIS AND JWVSRW SIDE 81S"M UM. 10000116 DesignvalidtotuseonlywithMRekconnectats. This design is based only upon parameters drown, and is for an Individual bultdIng component to be Installed and loaded vettlrally. Applicability tyof design parameters and proper Incorporation of component iesponsbWy of building designee - not huss designer. Bracing shown is fa lateral support of Individual web members only. Additional temporary bracing to Insure stability duthg construction is the tespon" y of the erector. Additional permanent brbcIng of the overall dtucture b the tesponsblRy of the building designer. For general guidance tegaiding fabrication, quality conhol, storage, delivery, election and biocing, consult GST-88 Quality Standard, DSI-89 Bracing specMcation, and HIS-91 M iTek® HandlingIrtailtrngandBoaftBntsecornendalionavailabieRSB3IfotnTrussateInstitute, D'Onohb Delve. Madison, WI $3719. Symbols Numbering system AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * 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. e` J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. O Q WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate v 3 O joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices Iat /4 length(' 6" fromceC, Ck panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40` 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, TM erection and installation of trusses. PANE! CUP © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421386 DR1965E A15 ROOF TRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 ll:n 7.9-14 15-0-0 20-0.0 25-0-0 32-2-2 40-0-0 a1 o a 1-M 7-9-14 7-2-2 5-" 5-04) 7-2-2 7-9-14 1-0-0 Scale • 1:55.5 Sx5 = 5.00 12 3x4 = 5x5 = 4 5 5 5x5 i 5x5 - 3 r 2 5 1Fzzl 3x5 = 13 12 11 10 Us = 2x4 II 5x5 = 54 = 2x4 11 7-9-14 15-0-0 25.0-0 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets MY): 2:0.4-2 0-1-8 3:03-003-4 4:0-3-00-2-48:0-3 0 0-2-4 :0-3-0 0.3-4 8:0-4-2 0-1-8 11:0.4-0 0-3-0 12:0-4 0 0-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.66 11-12 >720 BCLL 0. 0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Well = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 13 2 X 4 SYP No.1 D. 7-9 2 X 4SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=1951/0-", 8-1951/0.8-0 Max Horz2=- 174(lood case 5) Max Uplift2=- 959(load case 4), 8=-959(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=-3712 3.4=-2926, 4-5=-2706, 5-0=-2706, 6-7=-2926, 73=-3712, 8-9=14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11=3395, 8-10=3399 WEBS 3- 13=147, 3-12=-767, 4-12=677, 5-12=-231, 5-11--231, 6-11=677, 7-11=-767, 7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psh, BCDL=5.0psf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 959 lb uplift at joint 2 and 959 lb uplift at joint , 1 b 8. •....•...•. I 5) Truss Engineer. Junaldte Budiman, PE#45181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE( S) Standard •' Y ,k No. 45161s STATE OF f}0 Qi raL A WARNM - vr W 4selyn para~tem and Roan NOrEB ON TAW AM RETrERBE StDI: DEMM TJSE. snns Design valid for use only with MlTek connectors. This design Is based only upon parameters Mown, and Is for an IndMdual building component to be InsloMed and loaded vertically. AppMaat3MMy of design parameters and proper ineorpoiatlon of component Is tesponsibMty of building deslgnei - not hues designer. Biacing Mown Is lot lateral support of Individual web members only. Additional lempaary biocing to Insure stability during consttuctlon Is the responsibility of the erectot. Additional peimanent btbcing of the overall shuetuie Is the responsibility of the building designer. Fot general guidance tegardkng tobiloatlon, quoNy control, storage, dellvery, mectlon and btacing, consult CST-68 Quality Standard, DSI-89 11racing Specification, and NIS-91 M iTek® Handling InstallingandSroollgRecommendationavailablefromTiunPlateInstitute, M D'Onohlo Drive• Madison, W163719. Symbols PLATE LOCATION AND ORIENTATION to,13ir * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate 2: plates/s" 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-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 ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke PANEL TM CLIP FORM018,019 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 -t Job Truss Truss Type Oty Ply HORTON 14421387 DR1965E A17 ROOF TRUSS 2 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 0 0 6-1.3 11.6-10 17.0-0 23-0-0 28-5-6 33-10-13 40.0.0 41 0 p 11-0.0 6-1-3 5-" 55-6 6.0.0 5.5-6 5-5-8 6-" 1.0-0 Sew-1:ee.e US = US _ 6 8 5.00 12 3.4 2 3M 4 5re' Sxe 3 e j 2 9 _ 101 d1 ism Sae = 16 15 14 13 12 11 3xe = 3A = US = US = 3r,4 = 3A = 3.4 = 8-9-14 17-0-0 23-0-0 31-2-2 40-0-0 i + + 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets KY): : 2:0-4-2 0-1-83:0-3-00-3-05:0-3-0 0-2-4 6:0-5.12 0-2-8 8:0-3-00-3-0 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udell = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (Ib/size) 2=1951/"-O, 9=1951/0-8-0 Max Horz 2= 194(load case 4) Max Uplift2=-984( load case 4), 9=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 2-3=-3WO, 3-4=3512, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3512, 8-9=-3806, 9.10=14 BOT CHORD 2- 16=3475, 15-16=3028, 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11=3475 WEBS 3-16=- 316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11=438, 8-11=-316 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category ill; 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 984 lb uplift at joint 2 and 984 lb uplift at joint 913tV% 5) Truss Engineer. JunaidieBudiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE(S) Standard '•'G 1'jr 1 P No. 45161 A STATE OF .w a aL A WARN7N0 - ver•W desfon parameters and REM NOTES ONTnm AND dIiEVERBE SIDE HEF014E USE. Design vaNd for use only with MITek conneClats. Thk design It based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicabilityof design patarneleis and proper Incpotalion of component It iesponslHlly of building designer - not Truss designer. Irocing shown Istot lotefat support of Individual web members only. Additional temporary btockp to Inswe stabWly dwing construction Isthe responslbWty of the etecta. Additional permanent brarokq of the ovelal shuctute Is the tesponsibMty of the building designer. For general guidance regarding lobticatbn, quality control. sloiage. dell"iy, emcllon and brochg, consul OST-88 Quality Itandard, OSI-89 Irockfg Specification. and 1,1II.91 Handling linp Instaand Iroclnq Rmecomertdatlon availableIsom Dun Plate Institute, 593D'Onobb Dtive, Madison, WI $3719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/4 * 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, propertysecurelyseat. a J2 J3 J4 owner and all other interested parties.. I TOP CHORDS 2. Cut members to bear tightly against eachu 3 other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 ,n ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a y = at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 1/4at panel length(+ 6" from adjacent joint.) C6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second 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, 4001 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 Mi/ lTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 11L ® HMRO.MRo s dK Job Truss Truss Type Oty Ply HORTON 14421388 DR1965E A19 ROOF TRUSS 2 1 option 1) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 il-OTQ 6-9-3 12-10-10 19-" 2t1.0A 27.1-6 33.2-13 40.0.0 41:2? 1-" 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scans - 1:011A 5xS = Sx6 = 5 S S.00 12 U4 5 30 4 7 64 i 54 \ _ 3 8 2 8 3x8 = is 1s 14 13 12 11 3.9 = 3+4 = 316 = 3x4 = 3x4 = 3A = U4 = 9-9-14 19-0-0 21-0-0 , 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets MY): : 2:0-4-2 0-1-8 3:0-3-003-05:0-3-00-2-46:0-3-00-2-48:0-3-0 03-0 :0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 0.57 Vert(LL) 0,36 14-16 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1. 33 SC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,213 TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 2 X 4 SYP No. 3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ibtsize) 2=1951l0-8-0, 9=195110-8-0 Max Horz 2=214(load case 4) Max Uplift2=-1008(load case 4), 9=-1008(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2- 3=-3939, 3.4=-3579, 45=-2575, 5.6=-2304, 6-7=-2575, 7-8=3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15- 16=2946, 14-15=2946, 13.14=2304, 12-13=2946, 11-12=2946, 9-11=3523 WEBS 3-16=-408, 4-16- 560, 4-14=-863, 5-14=667, 6 13=667, 7-13=-863, 7-11=560, 8-11=-408 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst,, 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) oPj vide mechanical connection (by others) oftrusstobearingplatecapableofwithstanding1008lbupliftatjoint2and1008lbupliftat5) Truss Engineer. Junaidie Budiman, PE# 45161. Address: 16472 Segovia CIT. N.,_Pembroke Pines, FL 33331. LOAD CASE(S) Standard .u"I' r * No.45161 09 STATE vas. A WARNrNG - Vrr(, fj/ deelyn pr4rwrsetem and READ Noss ON Tres arm REVERM 9rOF 8XV0R6 I=. •® Design vo#d /or use only with MITek connectors. This design It based only upon parameters shown, and is for an individual building component to be Instated and boded verlbally. Applicability of design parameters and proper Incorporation of component is iesponslbdlly of building designer - not huss designer. Bracing drown k for lateral support of Individual web members only. Additional temporary bracing to Insure dobMy during construction is the iesponsiblNty of the woctot. Additional permanent brbckng of the overol structure Is the iesponslbIly of the bukdhg designer. For general guidance regarding fobileatlon, qually control, sloroge, delivery, woctio n and bracing, consult OST-88 Oualfiy Standard, DSI-89 tracing Specification, and HII.91 Handling lnstaittrnA and Imcft Recommendation ovallobb from Truss Plate b Institute, 593 D'OnofrDrlve. Madison, W163719. M iTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Fallow Could Cause Property 134 * 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 1 '/61, securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against eachaQ other. o WEBS J5 Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; Q joint and embed fully, Avoid knots and wane plates/a" from outside edge of v o_ a y at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords InesP 4 length(+ 6" fromOatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 P 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-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 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second 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. 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 CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 MANG-NAIL ® MYDAO,A/R® w ,. . Job Truss Truss Type City Py HORTON 14421389 DR1965E A7 ROOF TRUSS 1 2 it optional) I ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 1 0 Q 3-9-14 7-0-0 1343-14 20-0-0 26-5-2 33-0.0 36-2.2 410-'p 1-041 3-9-14 3-2-2 6.8-14 6-5-2 645-2 6-6-14 40-0-0 3-2-2 3-9-14 1-0-0 scw " 1 m's 500 = 5.10 = 4,e = 7.8 = 4.8 = 5.00 F12 4 5 8 7 8 2.4 2.4 G 9 2 10 111dO 1 y Us = 18 15 14 13 12 Us = 3.4= 5Xs 3.8= 54 3.4= 7-0-0 13-6-14 20-04) 26-5-2 33-" 40-0-0i 7-0.0 6-6-14 e-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets MY): 2:0-4-2 0-1-8 4:0-".034 6;0.4 0 04-8 8:0-4-0 0.3-4 10:0-4-2 0-1-8 13:0-3-0 073-4 15:0-3-0 0-3-4 LOADING (psf) SPACING 2-" CS1 DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.93 Vert(LL) 0.94 14 >500 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -1.09 14 >432 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 430 lb BRACING T HORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-6-8 oc puriins. TME 4-6 2 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. OftWD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No. 1 D WEBS 2 X 4 SYP No.3 REACTIONS (Ibisize) 2=3875/0-8-0, 10-387510-8-0 Max Horz2=-92(load case 5) Max Upliff2--2516(load case 2), 10=-2516(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=4W41, 3-4=-8545, 4$=-12386, 5-6=-13791, 6-7=-13791, 7-8=-12386, 8-9=-8545, 9-10=-8441, 10-11-14 BOT CHORD 2-16=7643, 15-16-7951, 14-15=12386, 13-14=12386, 12-13=7951, 10-12=7643 WEBS 3-16=299,4-16=685,4-15=4852,5.15=-1698,5-14=1540,6-14=-991,7-14=1540,7-13=-1698,8-13=4852,8-12=685, 9-12=299 NOTES (8) 1) 2-ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. s G r •. 43} Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.0psf, occupancy category 11; exposure B; partially,MWFRS gabl end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. .• t l 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2516 lb uplift at joint 2 and 2516 lb uplift at No, 45161 _ joint 10. 6) Girder carries hip end with 7-M end setback 0 7) Special hanger(s) or connections) required to support concentrated load(s) 603.2lb down and 470.91b up at 33-", and 603.21b down 0 Q STATE OF and 470.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 1 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. s t"'("•wIy" LOAD CASE(S) Standard V' AIA1) Regular. Lumber Increase=1.33, Plate Increase-1.33 WARNING - Ver(fg design parameters and READ N0TX S ON THIS AND RBVZRSE SIDE BEFORE USE. immismim® Design volld for use only with MiTek oonnectom This design Is based only upon parameters drown, and Is tot an Individual bulling component to be ElInstalledandloadedvertically. Applicability of design parameters and proper Inowpoiatlon of component b responsblWy of building designer - not hues designer. Bracing shown is tot Metal support of Individual web members only. Additional temporary bracing to Insure stability duiing construction It the iesponsbBlty of the erector. Additkxwl petmonent bilicing of the overoll shucture Is the iesponsbMy of the bulding designer. Poi general guidance iegaiding tobilootlon, quality conhol, staage, WNvery, stectlon and bracing, comult OST-88 Quality standard, DSI.89 Srochtg Specification, and HI11-91 MiTek® Handling IrWaRing and Sraclnp Recarnmerddlon ovallobls from Truss Plate Institute, 583 D'Onohlo Dilve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1% * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. i a 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it 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 401", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M Teke yrioEro,ua 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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. M PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. OO 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Oty Ply HORTON 1DR1965E A7 ROOF TRUSS 1 2 14421389 r. optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Vert: 16=-603.2 12=-603.2 t j VARMNO - VerW deedyn panwwtersr and RICAD NOMS ONTMS AND REMMM SIDS BRIMIRE UM. Design valid for use only with Meltrs. connectoThis design is based only upon parameters shown, and k to individual indualbuilding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsibAlly of building designer - not buss designer. Bracing shown k far btefal support of individual web members only. Additional temporary bracing to Insure stability during construction It the responslbNny of the erector. Additional permanent brlscing of the overall structure k the iesponslbBny of the building designer. for general guidance regoiding fabrication, quality control. stofags, delivery. erection and biocing, corsuB QST-BB Quality standard. DSO.89 Bracing Specification, and HIB-91 HandYny Installing and Bracing Recommenddlon avoloble from Truss Pb1e institute, 593 D'Onohb Drive. Madison, W163719. M. 4.5161 fir STAT1r OF .r! M[ MiTek° Symbols PLATE LOCATION AND ORIENTATION N/, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Qa"'*For 0 4 x 2 orientation, locate 0 plates 1/8" from outside edge of aotrussandverticalweb. H 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-NaN Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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 Teke 4_L 10 PANEL• CLIP FORM018,014 OAN6-+unik. ® M Rlfl R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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. IM Mitek Holdings, Inc. tr Job Truss Truss Type Oty Ply HORTON 14421390 R1965E A9 ROOF TRUSS 1 1 optional) CCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 11:29 4-9-14 , 9-0-0 14-6-0 20-0-0 25-6-0 31-0.0 35-2-2 40.0-0 41 0 p 1-0-0 4-9-14 4-2-2 5-6-0 5-" 5-8-0 546-0 4-2-2 4-9-14 1-0-0 Scats • 1:586 5x8 = 5A _ 314 = 5x5 = 3x4 = 5 00 12 4 5 5 7 a 2.4 20 G 3 8 l 2 10 1 tllda are = 17 15 15 14 13 12 Us 3x8 = 4,16 = 3.4 = 3.4 = 4.5 = 34 = 9-0-0 16-4-0 23-8-0 31-0-0 40-0-01 9-" 7-" 7-4-0 7-4-0 9-0-0 Plate Offsets KY): : 2:0-42 0-"[4:0-3-0.0-2-41,16:0-M,0-3-01,18:0-3-0,0-Z4],[lO:0-4-2.0-1-81.[16:0-3-0,EdgeI LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.51 15 >933 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min Well = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (Ib/size) 2=1951/04)-0, 10=1951/0-8-0 Max Horz 2=-114(load case 5) Max Uplift2=-997(load case 2), 10=497(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-0=-3568, 4-5=-3329, 5.6--4558, 6-7--4558, 7-8--3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15-4755, 13-14.4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237,4-17=1007,5-17=-1300,5.15=387,6-15--283,6-14=-283,7-14=387,7-12=-1300,8-12=1007,9-12=-237 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst,, 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 997 lb uplift at joint 2 and 997 lb uplift at joint p 10, 5) Truss Engineer. Junaidie Budiman, PE1f45161, Address: 16472 Segovia Cir. N., Pembroke Pines. FL 33331. j `•• 1,. t LOAD CASE(S) Standard •'tV P •. 4 t No. 4.5161 STATE OR %Q+' y uAL AWAItMM - Voryk design pwansetera and R AD NOTES ONTSIS AND RIMR36 SWZ BZ"RX USE. Design vasd tot use only with MRek connectors, Thk design It based onty upon patometen shown, and Is tot an individual building component to be Installed and loaded venlcaly. Applicability of design parameter and propel Incorpotatlon or component Is tesponslbNMy of building designer - not truss designer. Brochg shown Is to lateral support of individual web members only. Additional tem"oty bracing to insure doblilly.durhg constructlon Is the responslbNty of the omclor. Additional permanent brischg of the ovetaS structure Is the tesponsWty of the building designer. For general guidance regarding fabdocitlon, quality conhot storage, de"Fy, etectlon and bracing, oonsuR OST-68 Quality Mandard, DS8-W hoeing SpecMicallm and HIS-91 Handing lalaNlnrt and 8roohg RecommenddbnavoStr ablehornDunPlate Institute, 563 D'Onohb Drlve, Madison, W153719. M Tek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3i. *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.. u TOP CHORDS 2. Cut members to bear tightly against eachaca other. For o WEBS J5 a:3. Place plates on each face of truss at each 4 x 2 orientation, locate i - , ; joint and embed fully, Avoid knots and wane plates/s" from outside edge of c o_ a +y at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chord splicesP i at I/4 length(+ 6" fromcec, panel 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-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. 8. Plate type, size and location dimensions PLATE SIZE 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 slats. 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. 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 MTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. OO 1993 Mitek Holdings, Inc. ` FORM018. 019 GWMAX-NAIL W HMO-AIA0 dt Job Truss Truss Type Oty Ply HORTON 14421391 VR1965E B7 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:07 2003 Page 1 1 Q D 3-9-14 7-0.0 11-2-15 15-4-1 _ _ _ 19-7-0 1-0.0 3-9-14 3-2-2 4-2-15 4-1-3 4-2-15 Scale • 1:34.4 e„s = 3A II SrB = 4 56x8 = E 7 5.00 12 2x4 3 2 11 10 9 axe 3A = 34 = 7x8 = 3. II 7-0-0 11-2-15 16-4-1_ L_ _ 19-7-0 T 1 7-0.0 4-2-15 4-1-3 4-2-15 Plate Offsets Y 2:0-0-00-0.0 3:040-0 0-0 0 4:0-2-003-125:0-0 0 0-0-0 6:0-0 0 O- 0 7:0- 0 0-0-0 9:0-2-8 0-4 8 LOADING (psf) SPACING 2-" CS1 DEFL in (loc) I/def PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.16 10-11 >90 M1120 249/190 TCDL 7. 0 Lumber Increase 1,33 BC 0.58 Vert(TL) -0.19 10-11 >999 BCLL 0. 0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.05 8 r a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min Vdeft = 360 Weight: 127 lb LUM 13ER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 335 oc puffins, except end verticals. 4-7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 *Except* 7-8 2 X 4 SYP No.2D REACTIONS (Ib/ size) 8=1962/0-3-0, 2=1803/0-8-0 MaxHorz 2=238(load case 4) Max Uplift8=- 1327(load case 2), 2=-1124(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 23=3707, 3-4=3555, 45=-3464, 5.6=-2334, 6-7=-2334, 7-8=-1838 BOT CHORD 2-11=3331, 10-11=3313, 9-10=3461, 8-9=103 WEBS 3- 11=-63, 4-11=777, 4-10=178, 5-10=84, 5-9=-1365, 6-9=-029, 7-9=2701 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1327lb uplift at joint 8and 1124 lb uplift at °,y.r••... joint 2. •a 5) Girder carries hip end with 7-" end setback ;' 'l1 .• M 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 7-0-0 onbottom chord. !• Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 45161 t LOAD CASE( S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 STATE Cf +J; Uniform Loads ( pif) '• +` `V Vert: 1. 4=-74.0, 4-7=-154.2, 2-11=-20.0, 8-11=-41.7 QQ 1 ConcentratedLoads (lb) Vert: 11=- 603.2 L A WARMNO - Y*rW dsalyn parameter* and READ NOTES ON TIM AND RE VERSE SIDE BEFORE USE. Design valid for use only with Mliek oonnectots. this design Is based only upon patometers shown, and Is for an individual building component to be installed and boded venkxdlly. Applicability of design patam*tsa and proper Inowpotatbn of component It tes;x>ra blity of building desgnet - not huss designer. Bracing shown k rot btetal support of Mdtvldual web members ony. Add9bnal fempotaty brocng to Insure stabslty during construction Is the msponsbillty of the *recta. Addillonal permanent bi)tp tof the ovetaN structure is the tegxmablify of the building designer. Fot general guidance regordktg fabrication, quality conhol, dotage, delivery. etectbn and btackng, consuN OST-44 OuaNly standard, DSB-89 Bracing SpecNioatlon, and NIB-91 MiTek® Handling InstaNfroandBracingIteencommddlonavailablehomDuesNateInstitute. atitute. 583 D'OnohDtive, Modkon, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-NaiiJoint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral 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. l MiTeke 0 MYIIRO,A/A® 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 Q 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. MM TM PANEL CLfP 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. IM Mitek Holdings, Inc. ` FORWI8.019 Job Truss Truss Type Oty Ply HORTON 14421392 1DR1965E B9 ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:08 2003 Page 1 1 0 0 4-9-14 9-0-0 14-M 19.7-0 1-0-0 4-9-14 4-2-2 513-8 5.3-8 Scar • 1:34.4 4,e = axe = 2A It 4 5 8 5.00 12 2.4 3 2 3 d 9 a 3.4 = 5x5 = 2ad II 3A = 9-0-0 14-3-8 t 19-7-0 9-0-0 5-3-8 5-3-8 Plate Onsets Y : 9:0-2-12 0.3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.16 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(rL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udefl = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.0-9 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7.4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=898/0-3-0, 2=1001/0-8-0 Max Horz 2-306(load case 4) Max Uplift7=-506(load case 2), 2=516(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1570, 3.4=-1216, 45=-1122, 5-6=0, 6-7=-190 BOT CHORD 2-9=1428, 8-9=890, 7-8=890 WEBS 3-9=-338, 4-9=111, 5-9=286, 5.8=104, 5-7=-1105 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft, TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; parbally,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 7 and 51e lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 3333E i '1pi7p LOAD CASE(S) Standard' No, 45161 ; 'k c . k wSTATE tiF s aL mom WARNING • VerW dealyn paransetere and RZM NOrNS ON THIS AND R=V=RS9 STD= iB=FOR= EM. srssmensv® Design valid for use onfy with Mffek connectors. This design is based only upon parameters drown, and is for an Individual bul dhq component to be Installed and batted vertically. App/atsbWy of design parameters and proper Incorporation of component Is respomlbMty of building designer - not truss designer. tracing shown is for lateral support of frwilvidual web members only. Additional temporary bracing to Insure stability during construction is the responsbllty of the etectar. Additional permanent brbclrnq of the overall structure is the respondblllty of the building designer. For general guidance regarding tobrlcatim quaNy conhoL storage. deltvery. etectlon and bracing. ctxaull CST-118 Quality Vandaro. DSI-89 SrackV Specification, and Nil-01 MiTek® NarndkngInWnstopandSroalnpNeWenrrnerndtdlonavailablefromTrussPlateInstitute, 583 D'Onoeb Drive, Madison, W 153719, Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. I - This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 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 BEARING 4nA Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 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 a: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. a El MiTek® PANEL TM CLIP HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 4 1993 Mitek Holdings, Inc. 1 Job Truss Truss Type Oty Ply HORTON 14421393 1DR1965E Ct MONO HIP 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:10 2003 Page 1 1-" 4-9-14 9-0-0 14-4-0 1." 4-9-14 4-2-2 5-" Scuts • 1:25.6 Us = 2x4 II 4 5 5.00 12 2x4 3 2 3x4 = 7 6 3x4 = 3.6 = 9-1-12 14-4-0 9-1-12 5-2-4 Plate Offsets KY): 2:0-1-8 0-1-8 4:0-5-4 0-2-0 LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) 0.03 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.15 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 72 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. 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 No.3 REACTIONS (lb/size) 2=747/0-1-8, 6=664/0-1-8 Max Harz 2=306(load case 4) Max Uplift2=-399(load case 4), 6=-386(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 23=-1023, 3-4=-613, 4-5=-0, 5-6=-192 BOT CHORD 2-7=940, 6-7=577 WEBS 4-7=305, 3-7=-409, 4-6=-715 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water podding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 Ib uplift at joint 2 and 366 lb uplift at joint 6 7 5) Beveled plate or shim required to provide full bearing surface with truss Chord at joint(s) 6.` ..:...... 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i F4 LOAD CASE(S) Standard No. 45161 w aL WARMNO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE 88"its USE. rrrnenso® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an IndIAduol building component to be Installed and boded vertically. Applicability of design parameters and proper Incotporatlon of component is responslbNBy of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing 10 Insure stability during construction is the responsibility of the erector. Additional permanent bract ng of the ovefaB structure is the responsk>9ty of the building designer. For general guidance regarding Idbticatlon, quality control, storage, delivery, erection and bracing, comull OST-85 Quality Standard, 039-89 Srocing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendation avotable from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI53719. Symbols Cumbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property P. t3. *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 each other, 0 WEBSQ 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully, Avoid knots and wane plates/a" from outside edge of IJ5 o a at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords icessplices I/4 length('- 6" fromatpanel 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 MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019,019 GANG -MAIL ® NYDRO,AIRdb Job Truss Truss Type Oty Ply HORTON 14421394 IDR1965E CG FINK 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 2716:07:11 2D03 Page 1 1 0 0 4-3-6 7-8-0 10-6-11 14-a-o 1-0-0 4-3-5 3-2-11 3-2-11 3-7-5 Sew • 1:25.1 4A 5.00 52 2.4 \\ 20 3 5 8 2 L 11d 34 = 8 5 7 10 30 = 3x4 = Us 5-4-3 9-7-13 14-4-0 54.3 4-3-10 4-8-3 Plate Offsets MY): 2:0-15 0-" 6:0-0-1 0-0 5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefi PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.13 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress Incr NO WS 0.31 Horz(TL) 0.03 6 n/e BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-9-10 oc puriins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1481/0-2-1 (input: 0-1-8), 6=1454/0-2-0 (input: 0-1.8) Max Horz2=112(load case 4) Max Upliff2=-923(load case 4), 6=-841(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2.3=-2519, 3-4=-2348, 4-5=-2192, 5.6=-2318 BOT CHORD 2-9=2301, 8-9=2301, 7-8=1534, 7-10=2062, 6-10=2062 WEBS 3-8=-316, 4-8=1024, 4-7=776, 5-7=-147 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf,, occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) WARNING: Required bearing size at joint(s) 2, 6 greater than input bearing size. 4) 6Provide mechanical connection (by others)of truss to bearing plate capable ofwithstanding 923 tb uplift at joint 2 and 841 lb uplift at joint , it,/ / 5) Special hanger(s) or connection(s) required to support concentrated load(s) 750.71b down and 512.91b up at 3-1-4, and 766.01b down and ...n..,! 569.61b up at 11-8-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. .• Q 1 F / • ,,y 6) Truss Engineer. Junaidie Budiman, PEff45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' 1 ! 'j:•y "r LOAD CASE(S) Standard 'Y1) Regular. Lumber Increase=1.33, Plate Increase=1.33 NO. 45161 Uniform Loads (plf) Vert: 2-6=-20.0, 1-4 -74.0, 4-6=-74.0 Concentrated loads (lb) STATE OF Vert: 9=-750.710=-766.0 A WARMNO - Ver(& design parameters and READ NOTES ON THIS AND REVERSE SIDE BZ"RE USE. w Design valid for use only with Musk connectors. This design is based ony upon parameter shown, and is tot an Individual buNding component to be Instated and loaded vedloaly. Applicability of design parameters and proper Incorporation of component is tespon"y of buNdklp designer - not true designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblilty of the erector. Additional permanent br)scing of the oveial structure is the responslbilly of the buNdkrg designer. For general guldonce tegara dinglobtloatlon, quality control, storage, delivery. election and bracing, consul CST." Quality standard, OSI.89 Bracing Specification, and 11I8-91 Handling Urtafto and sracMq Recommendation available from Truss Plate Institute, $63 D'Onoblo Drive, Madison, W 153719. M iTek® 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, propertysecurelyseat. 1/$11 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. 0 WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/s" from outside edge of c o_ a at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chord splicesp at I/4 length(' 6" fromceC7panel 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 MiTek/Gang•Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE 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, 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, PANEL TM erection and installation of trusses. 1993 M#ek Holdings, Inc. CUP FORM016,019 014P16,VN1. U HYUROAlR0 Job Truss Truss Type Oty Ply HORTON 14421395 R1965E D ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:12:06 2003 Page 1 1 0 0 445-0 , 9-0-0 10.0.0 1-0-0 4-e-o 4-6-0 1-0.0 swl. • t:re.o 4re = 3 5.00 22 4 2 qq 5 I.Idd 3.6 2x4 11 — 7 6 1-1-8 0.10-10 42 4-6-0 8-0-0 9-0.0 r 0-10-10 0-1-6 3.4-8 3-6-0 1-0.0 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.03 2 >408 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >210 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 34lb LUMBER BRACING TOP.CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8=506/03-0, 6=497/0-1-8 Max Horz8=68(load case 4) Max Uplift8=-345(load case 4), 6=338(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 23=-257, 3-4=-256, 4-5=28 BOT CHORD 2-8-164, 7-8=164, 6-7=164, 43=164 WEBS 3-7=-129 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 8 and 338 lb uplift at joint 6. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `T)k f LOAD CASE(S) Standard 7k f.45Mr STATE OF ZkO iQk •iyR aL A WARNING - Verj& des4n pararrmten and READ NOTES ON THIS AND REVERSE BIDE BEFORE A86. Design vasd for use only with Mfiek connectors. Thk design k based only upon parameters Chown, and It for an IndMduol building component to be Installed and boded vertically. ApploobWy of desgn parameters and proper Incorporation of component Is responslblWy of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiuctlon It the msponsib5lSty of the erector. AddBlonel permanent bdechg of the overal shucfum k the responsblSty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Stallard, OSI.89 IwckV Specification, and HIS-91 M iTek® Handling Iroing toliftandBracRecommendationavailable from Truss Plate institute. 5tT3 D'Onobb D#N*, Madison, W153719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. * 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.. 4 CHORDS 2, Cut members to bear tightly against each14c2TOPother. 0 Q WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate jointMC7O and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of a ltrussandverticalweb. a 4. Unless otherwise noted, locate chord splices I/4oat panel length(+ 6'" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the M114k/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, WWI PANEL TM CLIP FORM018,019-- 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. r Job Truss Truss Type Qty Ply HORTON 14421396 R1965E D3 ROOF TRUSS 1 1 o Nonal CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 18:07:13 2003 Page 1 3-0-0 6-0-0 9-0-0 10.0.0 1-0-0 3-0-0 3-0-0 3-0-0 1-0.0 Scale • 1:18.2 ens = s,e = 3 4 5.00 12 A 5 2 Li 8 I N4 4 2x4 11 2x4 11 3.4 9 B 1 0 0 3-0-0 6-" 1-0.0 2-0-0 3.0-0 2-0-0 1-0-0 Plate Offsets MY): : 2:0-2-15 0-1-8 3:0-340-1-4 4:0-3-00-2-9 5:0-2-15 0-1-8 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.04 8-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.08 6 >161 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 7 rile BCDL % 0 Cate FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-" oc purlins. 3- 4 2 X 6 SYP No.2ND BOT CHORD Rigid coiling directly applied or 10-0-0 o: bracing. BOT CHORD 2 X 4 SYP No.2D W E1?,S 2 X 4 SYP No.3 REACTIONS ( lb/size) 10-583/0-", 7=583/0-8-0 Max Horz 10=52(load case 4) Max Uplift10=-402(klad case 4), 7=-402(load case 5) Max Grav 10=597(load case 6), 7=507(lood case 7) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-253, 3-4=-159, 4-5=-253, 5-6=28 BOT CHORD 2-10=170, 9-10=170, 8-9=159, 7-8=170, 5-7=170 WEBS 3-9=-94, 4-85-94 NOTES ( 7) 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 1113 4 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 10 and 402 lb uplift at joint 7. 4ttFrc""••. 5) Girder carries hip end with 3-0-0 end setback 6) Special hanger(s) or connections), required to support concentrated load(s) 70.51b down and 55.01b up at 64-0, and 70.51b down and 55. 0115 up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. Y 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 45161 0 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Q'+ STATE V UniformLoads (pit)'+ Vert: 1-3-74.0, 3.4=-80.2, 4-6=-74.0, 2-9=-20.0, 8-9=-21.7, "=-20.0 e• 4y' Q0 00 Concentrated Loads (lb) Vert: 9=-70.5 8=-70.5 A K'AWVm - Ver(f j/ design parwneta t and READNOT68 oN TH78 ANDRLvzjm smir Br"R6 US6. mman! e Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Isto an Individual building component to be Installed and looded vedlooW. AppbabNMy of design parameters and proper Ircorporatlon of component Is resporslbWy of building designer - not hues designer. Bracing shown It tot Wolof support of individual web members only. Additional tempoary brocing to hsute stability during construction It the tesponslbOy of the aecto. Additional permanent brisclq of the overal stiuclute k the tesponsibWy of the building designer. For gametal guidance tegordhg fabrication, qualiy conhot stodge, delivery, erection and bracing, consuS OST-BB Quality Standard. 096.89 Sraclq Specification, and HIS-91 MiTek® HandllnifInstallingandMa" Recommmidallon available hom Truss Plate hdBute, US D'Onohb Drive, Modkon. W163719. Symbols Numbering System g,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property tip. *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 eachc w other. o VVEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - 3 Q joint and embed fully, Avoid knots and wane plates I/8" from outside edge of v o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords livesP at I/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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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. a Mi! 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 CLIP erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 KiO -NI,atL ® MYAWMAIR® Job Truss Truss Type Qy Ply HORTON 14421397 bR1965E E ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:13 2003 Page 1 4-3-0 8-6-0 r 4-3-0 4-3-0 44 0 Sub • 1:19.8 2 5.00 12 3.4 G 3.4 3 1 8 5 4 20 II 20 II 4-3-0 8-6-0 4-3-0 4-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL} -0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0.06 Vert(TL) -0.01 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 46 lb LUMBER BRACING TO,, CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=386/Mechanical, 4=386/Mechanical Max Horz6=-68(load case 2) Max Uplift8=-185(load case 4), 4=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-275, 2-3--275, 1-6=-345, 3-4=-345 BOT CHORD 5.6=0, 4-5=0 WEBS 25=-92, 1-5=268, 3-5-268 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 185 lb uplift at joint 6 and 185 lb uplift at joint 4. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. fLOADCASE(S) Standard ......k •'•''FIC t : M.45161 ='k yrw STATE OF l V iV j~`r.er•4 QNA1. 14wARNING - Ver(fj/ design paramstertr and READ NOTES ON THIS AND REm m swz BEFORE film. *® Design vold low use only with Welt oonnectors. This design Y based only upon parameters shown, and It for on Individual buldhg component to be installed and boded venfoolly. App/mabWy of design parameters and proper Incorporotlon of component Is responslbtlty of building designer - not truss designer, Siccing shown b for Idlefat eupporl of Individual web mernbers only. Additional temporary bracing to hews stabRty ctuiing construction Is the msponslbMty of the erector. AddBbrnW permanent brbchg of the overall structure to the responsibility of the building designer. For general guidance regarding lobrbatlon, quality control. storage, delivery, erectlon and biockxX oonsull 9ST48 Quality Standard, 059-89 Srocing Specification, and IIIS-91 Handliem buicillerm and Sroakq Recommendation available horn Truss Plate institute, $63 D'Onobb Delve, Madison, We 53719. MiTek® Symbols Numbering System AGeneral Safety (Votes 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 l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachTc2Q other. 0 WEBS J5 Q 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 /a" from outside edge of o at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chordsplices yat /a panel length('' 6' from adjacent joint.) ccBOTTOM 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Wek/ 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, site and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second 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, 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. a14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, installation PANEL TM erection and of trusses. 1993 Mitek Holdings, Inc. ` CUPFORM018, 019-LRQ a Job Truss Truss Type Oty Ply HORTON 14421398 DR1965E E3 ROOF TRUSS 1 1 o tional ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 2716:07:14 2003 Page 1 3-0-7 5-5.9 8-8-0 3-0.7 2-5.2 3-0-7 W02 = Scab • 1:17.8 10x12 = 2 8 10 3 5.00 F12 3.4 Z FT 3.4 4 3A = e 7 11 12 a 5 3A = 2x4 II 2x4 II 3-0.7 5-5-9 8 6 0 3-0-7 2-5.2 3-0-7 Plate Offsets X Y: 2:0- 0 0-2-8 3:0-6 0 0-15 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) 0.01 6-7 >999 M1120 249/190 TCDL TO Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) -0.00 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) *Except* TOP CHORD Sheathed or 6-" oc puriins, except end verticals. 25 2 X 10 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS (1b/size) 8=424/Mechanical, 5=424/Mechanical Max Horz 8=26(load case 4) Max Uplift8=r412(load case 2)r 5=-412(load case 3) Max Grev8=433(load case 6), 5=424(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-423, 2-9=-356, 9-10=-356, 3.10--356, 3.4=-423, 1-8=-387, 45=-387 BOT CHORD 7-8=50, 7-11=356, 11-12=356, 6-12=356, 5-6=50 WEBS 2-7=-75, 3-6=-75, 1-7=343, 4-6=343 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.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. 1137ri7f 4) Refer to girder(s) for truss to truss connections.! i/ • 5 Provide mechanical connection (by others] of truss to bearing plate capable of withstanding 412 lb uplift at joint 8 and 412 lb uplift at ]ant 5. 6) Special hanger(s) orconnection(s) required to support concentrated load(s) 69.91b down and 74.41b up at 3-0-7, 3.61b down and 40.1lb u at 3-9-12, and 3.61b down and 40.1lb up at 4-8-4, and 9.91b down and 74.41b up at 55-9 on top chord, and 17.31b down and 74.0Ib up at 3-0-7. 7.71b down and 49.91b up at 3-9-12, and 7.71b down and 49.91b up at 4-84, and 17.31b down and 74.Olb up at 5-5.9 on bottom No. 4.5161 chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, STATE of LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads 1 P +• A 0 R4 • ' plf) MVert: 1-2=-74.0, 2-3=-74.0, 3.4=-74.0, 5.8=-20.0 Concentrated Loads (lb) Vert: 2=-9.9 3=-9.9 7=-17.3 6--17.3 9=-3.6 10=-3.6 11=-7.7 12=-7.7 Mimi WARM m - Ver•m design patwmeters and R&W NOT6a ON TIUS AND Pxvzjm mDE Be"itE uss. Design valid br we only with Wait connectoa. This dedgn Is based only upon potarnetets shown, and It lot an IndWuol building component to be Mtalsd and boded vertically. Applicability of daslpn paamMets and proper incotpotatlon of component Is resporabaly of buldlrng designer - not puss designer. 8rocbg shown Is fof lateral suppo„ of Wilvidual web memben only. Additional temporary bracing to Mute stability durklg construction Is the responslbrfty of the etector. Additional permanent brbdtlq of the ovetall structure Is the tespotnsbW of the building designer. Fos germal guidance regading fabrication, gtwNy conhoL stotage, delvery, erection aW brocYq, comul 0948 Quality Kat laid, OSS-89 ItockV specillcallom and HIS-91 M iTek® HandWq intiallinit and Vitae ft Recanttrestdalon avabMt bM homDuaPlatelute. US D'OnoAb Drlve, Madison. Wl63719. Symbols PLATE LOCATION AND ORIENTATION 114- 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of a truss and vertical web, 00 This symbol indicates the required direction of slots in connector plates. For tabular plating lormat refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORWI S,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 14! 0 MiTek° TM PANEL CLIP MYDRD,A/A® j&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 MiTek Holdings, Inc. 1 Job Truss Truss Type Qty Ply HORTON 1"21399 DR1965E EG FLAT 1 1 o tbnal ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2D02 MiTek Industries, Inc. Mon Jan 27 16:07:16 2003 Page 1 4-1-8 8-3-0 4-1-8 4-1-8 Sc•N • 1;13.2 4e = 1 4re = 2 2.411 3 300 5 4 2A n 2A n 4-1-8 8-3-0 4-1-8 4-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.05 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 53 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No,3 `Except' 1.6 2 X 6 SYP No.2ND, 3-4 2 X 6 SYP No.2ND REACTIONS (Ib/size) 6=618/0.3.0, 4=618/0-3-0 Max Uplift8=-349(load case 2), 4=-349(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-6=-579, 1-2=-1156, 2-3=-1156, 3-4=-579 BOT CHORD 5-6=0, 4-5=0 WEBS 2-5=-540, 15=1196, 3-5=1196 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.0psf•, occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 6 and 349 lb uplift at joint 4. 4) Girder carries tie-in spen(s): 5-0-0 from 0-" to 8-3-0 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 3333E 13 LOAD CASE(S) Standard 1) Regular: Lumber Inrxease=1.33, Plate Increase=1.33 d"0 Uniform Loads pIf) Vert: 4-6=-20.0, 1-3=-138.6 No. 45161 z l'AT OF 00 9. 0R1 nraL A WAJU a - Vert& design parameters and reran xorr8 ON Tars MW Rr VXJM srnr Br At I =. • Design valid for use only with Mmek connector. Thk design Is based only upon parameters flown, and Is for an Individual buNdkp component to be Installed and boded verticolly. AppMcabMty or design parameters and proper Incorporation of component Is tesponslbNBy of building designer - not muss designer, bracing shown It tot lateral support of Individual web members only. AddRbnal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the oveoN structure k the responslbMry of the buNding designer. For general guidance regarding fabrication, quaMy control. stotage, delivery, efectlon and blocing, consull OST-88 Oua1Ry Standard, DSS-89 Bracing Specification, and HIS-91 MiTek® Handling InstaNhM and $weft Recommendation avaNb abiefromTrussPlateInstitute, 593 D'OnohDrlve, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaca other. O WEBS , J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate a , ; Q joint and embed fully. Avoid knots and wane plates 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 114 length(' 6" fromceVpanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J 1 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 Mftk/Gang-Noll 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, 4190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, ft 1993 Mitek Holdings, Inc. CLIP FORM018,019 0 Hyena wRe x Job Truss Truss Type City Ply HORTON R1965E FG ROOF TRUSS 1 14421400 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:16 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 2.4 11 4 5 = Scale • 1:21 A 1 4Xs = 2 2 a 3 9 10 5 t1 4 5x5 = 2x4 II 2.4 II 0-p-4 3-5-8 6-11.0 0-0.4 3-5-8 3-" LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 5-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.02 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 Ma BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udefl = 360 Weight: 118 lb LUMBER BRACING TOQ CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-M oc pudins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1814/0-1-S, 4=2288/Mechanical Max Uplift6--984(load case 2), 4=-1231(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.6=-1615, 1-7=-1335, 2-7=-1335, 2-8=-1335, 3-8=-1335, 3-4=-2073 BOT CHORD 6-9=-0, 9-10=-0, 5-10=-0, 5-11=-0, 4-11=0 WEBS 1 5=1954, 2-5=-1012, 35-1954 NOTES (9) 1) 2-ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing at joint(s) 6. `+Qfplate ,`! 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 6 and 1231 lb uplift M joint e'& ". kF1I "' 4. 7) Beveled r ; plate or shim required to provide full bearing surface with truss chord at joint(s) 6.G` 8) Special hanger(s) or connection(s) required to support concentrated load(s) 452.0Ib down and 266.1lb up at 25-12, and 452.01b down and 266.1lb up at 4-5-12, and 452.0Ib down and 266.1lb up at 6-9-4 on top chord, and 88.71b down and 27.21b up at 1.0-1, and 1411,61 * P10, 45161 tdownand789.91b up at 2-11-12, and 623.31b down and 242.21b up at 4-11-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. -0 tk 9) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. STATE v+t LOAD CASE(S) Standard "1 1) Regular. Lumber Increase=1.33, Plate Increase-1.33 OR !O+ Uniform Loads (plf) jML>ti Vert: 1-3=-74.0, 4-6=-20.0 vv'' M Concentrated Loads (lb) wARNINa • VerW deetyts pamanetere and READ NOTE9 ON THIS AND REAERSE 97DE BEFORE USE. ® Design va5d lot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is fesponslbNlly of building designer - not truss designer. Bracing shown is fa lateral support of Individual web members only. Additional temporary bracing to Insure stabiSly during construction is the responsibility of the erector. Additional permanent bibchg of the oveia5 structure is the respon"y of the building designer. For general guidance regarding fabrication, quaSly control, storage, delivery, erection and bracing, oonsu5 OST-48 QuWNy Standard, DSI.89 Bracing Specification, and HIS-91 MiTek® Handling Installingand Bracing Recammendallon available from Truss Plate Institute, 593 D'Onotilo Dr, Madison, WI $3719. Symbols Numbering System AGeneral Safety Notes 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachC2Q other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane plates 1 /e" from outside edge of 0 o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chords lacesP 4 length(+ 6" fromuatpanel 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 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 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 ff. spacing, or less, 'rf no ceiling is installed, 4001 unless otherwise noted. SBCCI $7206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised in handling, TM© 1993PANEL erection and installation of trusses. Mitek Holdings, Inc. ` CLIP FORM018,019 t Job Truss Truss Type Qty Ply HORTON 14421401 bR1965E J ROOF TRUSS 20 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2D02 MiTek Industries, Inc. Mon Jan 27 16:07:17 2003 Page 1 1-0.0 7-0411 3 scW • 1:16.6 5.00 r12 3aj 2 1 4 20 - 7-0-0 7-0.0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Ma BCDL 10.0 Code FSC2001 Matrix) 1st LC LL Min Well = 3eO Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or a-" oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/048-0, 4=66/Mechanical Max Horz 2=221(load case 5) Max Uplift3=-255(load case 5), 2--175(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf,, occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard pryF. t No.45161 'k STATE D V 1L AwaRnr m - verW design parasneters and Roan Nordss or TRa advn RtvER= sum zlzrom trss. Design valid for use only with MRek connector. 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 Incorpotolion of component is respornIbNlly of building designer - not truss designer. Bracing shown is for ioleral support of Individual web members only. Additional temporary bracing to Insure slabMy duling construction is the tesponsiblilly of the erector. Additional permanent btbis cingoftheoverallstructurethe responsibility of the building designer. For general guidance tegotding fabrication, quality control. storage. delivery, erection and bracing, consull GST-BB Quality Standard, DSO.59 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation ovallable from Truss Plot* Institute, 593 D'Onofrb Drive, Madison, WI 53719. M Te k Symbols Numbering System AGeneral Safety Dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property f'a * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. ye- J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7 other. o WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ;QMC?C6 joint and embed fully. Avoid knots and wane plates I/e" from outside edge of o a _ at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromcapanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J t J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 919C1 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M Tek® engineer. 16. Care should be exercised in handling, TM erection and installation of trusses. IM Mifek Holdings, Inc. CPANELLIP FORM018,019 MAWO 4 , Job Truss Truss Type City Ply HORTON 14421402 1965E J3 ROOF TRUSS 3 1 optional) ACCUSPAWTH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 27 16:12:36 2003 Page 1 1 0 0 3-0-0 1-0-0 3.0-0 Scab 1:81 5.00 12 2 2A = 5 4 1-0-0 1-" 3-0-0 1-0-0 0-4-0 1-8-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) 0.04 2 >332 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >211 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.02 3 Ma BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4--114/Mechanical, 5=373/0-3-0 Max Harz 5= 101 (load case 5) Max Uplift3=-110(load case 5), 4=-114(load case 1), 5=-2390oad Case 4) Max Grav3=95(load case 1), 4=100(load case 4), 5=373(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=29 BOT CHORD 2-5=0, 4-5=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 3, 114 lb uplift at joint 4 and 239 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 113 4t : NO, 45161 GC STATE OF 4000 L A WAWNG - V4rW design pamrrseters and Rsan NOTES oil Tars AM JWV= a WDE BEMM I =. Design valid for use only with MOek connectors. This design is based onry upon parameters shown, and is for an individual building component to be Installed and loaded vertically. AppfloabMy of design parameters and proper Incorporation of component is responsibMy of buBding designer - not truss Eldesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiuction is the responsibility of the erector. Additional permanent bracing of the overal structure is the iesponsiblRy of the buBdhq designer. For general guidance regarding fabrication, quality conhol, storage, delivery, erection and bracing, consuR OST-as OuolRy Standard, DSB-89 Bracing Specification. and HIR-91 Nandllna Matallina and Bracing Recommendation avallable from Truss Plate Institute, $ea D'Onohio Drive, Madison, W 153719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, 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, propertysecurelyseat. la" J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachC7Q other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , 3 , ¢ joint and embed fully. Avoid knots and wane plates I/a" from outside edge of c o o_ y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 4 length(' 6" fromcaC, Cb 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 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 LEFT TO RIGHT, practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE 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. i ® 14. Do not cut or alter truss member or plate without prior approval of a professional MITek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ` CLIP FORM018,019 ruKtl ® HYR01 ,® 4 s Job Truss Truss Type Oty Ply HORTON 14421403 R1965E JG MONO TRUSS 1 1 optional) ACCUSPAN-TH, LONGW OOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:19 2003 Page 1 3-8-2 7-041 1-0-0 341-2 3-3-14 20 11 Scab • 1:1/.1 3 S.00 F12 5 2 B 4 3A = 2.4 11 7-0-0 7-0-0 LOADING (psi) SPACING 2-0-O CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.20 1 >83 BCLL 0.0 Rep Stress Incr NO WS 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purtins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=280/0-1-8, 2=361/0-8-0 Max Harz 2=241 (load case 4) Max Uplift4=-208(load case 4), 2=-241(load case 4) FORCES (ib) - First Load Case Only TOP CHORD 1-2=34, 2-5=-80, 35=67, 3-4=-218 BOT CHORD 2-6=0, 4-6=0 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst,, BCDL=S.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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 4 and 241 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 5) Special hanger(s) or connections) required to support concentrated load(s) 61.81b up at 14W on top chord, and 13.O1b up at 1-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 86) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ' .•'(., ( q '. j 1) Regular. Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) y Vert: 1-3=-74.0, 2.4=-20.0 * 1 Concentrated Loads (Ib) • 0Vert: 5=61.86=1&0 STATE CIF K1r e Awamdywc; - verfft deeipn par seteret and mean mores c w rmrs Am ReveRw sme ditezmm Use. •••• Design valid for use only with MRek connector& ihIs design is based only upon parameters shown, and Is for an lndMduol building component to be Installed and boded vertically. ApplcablNty of design parameters and proper Incotpotatlon of component It responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabMy during construction Is the responslblNty of the erector. Additional permanent bflacing of the overall structure Is the responsibility of the bulding designer. For general guidance regarding labrieatbn, quality control, stofage, delivery, erection and Wacing, consult CST-88 Quality Standard, OSI.89 Iroc" Specification, and HIS-91 MiTek® Handling Inflaillrllf and Bracing Recommenddbn avalhb oble fromhuesPlateInstitute, $83 D'OnobDINe, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates 1/e" 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-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 Vn Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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, 930013-N, 910080-N e M Teke R ® PANEL , M CUP 4,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. i FORM018,019 Job Truss Truss Type Qty Ply HORTON 14421404 1965E JG1 FLAT 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 27 16:07:20 2003 Page 1 3-5-8 6-11-0 3.5.8 3-5-8 3" = Scale • 1:11.5 1 3x4 c 9 2 2.411 10 3 Ll 9 1-1 3x8 = 7 5 8 4 2x4 II W II 3-5-8 6-11-0 3-" 3-5-8 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BOLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.00 4 Na BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-9 oc pudins, except end verically. BOA' CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=689/0-1-8, 4=792/0-1-8 Max Upliil6=-611(load case 2), 4=-634(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-607, 1-9=-1294, 2-9=-1294, 2-10=-1294, 3-10=-1294, 3-4=-604 BOT CHORD 6-7=0, 5-7=0, 5.8=-0, 4-8=0 WEBS 2-5=-M, 1-5=1385, 3.5=1385 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst,, 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 lb uplift at joint 6 and 634 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hangers) or connection(s) required to support concentrated load(s) 56.41b down and 256.31b up at 2-11-3, and 11.61b down and 126.51b up at 5-0-1 on top chord, and 421.51b down and 371.81b up at 2-11-8, and 368.91b down and 133.41b up at 4-11-12 on bottom 1 I Q chord. Design for unspecified connection(s) is delegated to the building designer. 1„ .+• ''•.. 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i,'+ YA R LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 No, 45161 • Uniform Loads (plf) Vert: 4-6=-20.0, 13=-74.0 Concentrated AlLoads (lb) Vert: 7=421.5 8=368.9 9=-56.4 10=-11.6 0wARmo - ver ov design pararrreter, and x cAD xoras omTms Am xavaxsa mDz saroxa VW. ••osx® Design valid for use only with Mlfsk connectors. This design is based only upon parameters shown, and is for an Individual building component to be Instals and boded vertically. Applicabilitylty of design parameters and proper Incorporation of component responslbNMy of building doslgner - not buss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary brochg to Insure stability dining construction is the responslbUlly of the erector. Additional permanent brbcllg of the overall structure is the responsblNty of the building designer. For general guidance regording fabrication, quality control, storage, delivery. erection and bioc", consuff CST-88 Quality Standard, DSB-89 Srocing Specification. and NIB-91 M iT@k® HandlMa Installlna and Brociro Becommendallon availh ableorn Truss Plats Institute, 583 D'Onoftb Drive. Madison, W 153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/A * 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. a J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3; Q7C7 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c> 0 a ti M at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" frompanel 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-Nell Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, GeneralpafY 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 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, PANEL TM CUP erection and installation of trusses, IM Mitek Holdings, Inc. ' FORM018,019 HMRO-AINO t r Job Truss Truss Type Oty Ply HORTON 14421405 DR1965E JG2 FLAT 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 2716:07:21 2003 Page 1 3-" 6-11-0 3-5-8 3-5-8 3.4 = scwe • 1:111 1 3A = 9 2 z,4 11 10 3 I 34 IN 1 5 9 4 2x4 11 20 II 3-5-8 6-11-0 3-5-8 3-5-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) list LC LL Min Udefl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-5 oc purlins, except end verticals. B&CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=677/0-1-8, 4=776/G-1-8 Max Uplifl6=-%8(load case 2), 4--577(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-8=596, 1-9=-1266, 2-9=-1266, 2-10=-1266, 3-10=-1266, 3-4=-588 BOT CHORD 6-7=0, 5.7=0, 5.8=0, 4-8=0 WEBS 25=507, 1.5=1355, 3-5=1355 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf, occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (byothers) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 6 and 577 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 37.1lb down and 204.51b up at 2-113, and 77.91b up at 5-0-1 top 423.61b down 371.81b 2-11-8, 372.31b down 133.41b 4-11-12 bottom Design foronchord, and and up at and and up at on chord. unspecified oonnection(s) is delegated to the building designer. ti" .••' iF;..: 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' .•G, •.• / t' 9 LOAD CASE(S) Standard ; `, 7k ' 1) Regular. Lumber Increase-1.33, Plate Increase-1.33 J1 IUniformLoads (plf) Vert: 4-6=-20.0, 1-3=-74.0 Concentrated Loads (lb) d STATE O0-6. Vert: 7=-423.6 8=-372.3 9=37.1 10=3.1 6. a R I'D Q WARNING - VwJ& design parameters and READ NOTES ON THIS AND R6VER86 SIDE BEFORE p88. s nss® Design vatd for use only with Welt connectors. This design Is based only upon parameters shown, and is for an IndWuol butding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponsibM y of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stobMty during construction b the lesponstiMty of the esector. Additional permanent brbclng of the overall structure is the responsltWy of the building designer. For generol guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consull QST•88 OuuINV Standard, DSR-89 Swcing Specification, and NIB-91 Handling Installing and Bracing Recommendation avertable from Truss Plate Institute, 683 D'Onohlo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rz O For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. H This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nast Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING riA Indicates location of joints at g which bearings (supports) occur. s WWI FORM018.019 41 1_® MYMMA/A0 AGeneral 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 a: joint and embed fully. Avoid knots and wane i 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. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1"3 Mitek Holdings, Inc. 1, 0, `1 Job Truss Truss Type Oty Ply HORTON 14421406 t' 11965E K ROOF TRUSS 6 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2D02 MTek Industries, Inc. Mon Jan 27 16:07:22 2003 Page 1 t 0 0 5-0-0 1-0.0 6-0-0 scats • 1:13.0 5.00 12 2 1 4 2A = i 5-0-0 5-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 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 Vdefl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-" oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=15&Mechanical, 2=335/0-". 4=46/Mechanical Max Horz 2=161(load case 5) Max Uplift3=-178(load case 5). 2=-159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=50 SOT CHORD 2• 4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard t ' No 4516# ,k to ATE OF ., e v VAL QwaRly m - verW deetyn pat anteters and Riruw Horns oNrms AND myzilts6 swz nizmRn um. •• •® Design valid tot use only with Mrrek connectofs. This design Is based only upon parameter shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parars meteandproper Incotpotation of component is tesponslbNMy of building designer - not huss designet. Siccing shown is tot lateral support of Individual web members only. Addllbnal tempcxory bfocslg to Insure stability during consltuction is the tesponslbtBy of the erector. Addtllonal e petmannt btbclogof the overall she isit uctuftrespon"y ofthebuilding designer. Fof genetal guidance tegatding lobrlodibn, quality conhot sl iage, de"iy, erection and brockrg, consull OST-fie Quality Standard. DSB-89 Bracing Specification, and NIB-91 Handling InsfaWBroB na and oisq eTr commendatlon ovoliable hornDuffbPlateInstitute, 683D'OnohDtWe, Modison, WI53710. MTek® Symbols Numbering system AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i O joint and embed fully. Avoid knots and wane at joint locations. plates I/8" from outside edge of 0. 0 y truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(' 6" from c, panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! M Teko PANEL TM CLIP FORM018, 019 mu o-nun..01 R>' 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1" 3 Mitek Holdings, Inc. V ft, ' 1 A Job Truss Truss Type Oty Ply HORTON t7R1965E L ROOF TRUSS 6 1 14421407 optional) ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:23 2003 Page 1 1-0.0 3-0-0 1-04) 3-0-0 Scale • 1:8.7 S.00 52 2 4 y4 3-D-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) rda - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 3-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=25310-8-0, 4=26/Mechanical Max Horz2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18f; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure 8; 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 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard NO, 45161 s%. STATE OF if rV OR11• ' NAL 4&WARNINO - Vor- jjf design para»uter s and READ NOTES ON TMS AND REVERSE SWB BEMJW U86. Design voNd lot use only with Mliek connectors. This design is based only upon parameters shown, and is to an Individual buNding component to be installed and loaded vetlicaNy. Applicability of design parameters and proper Incorporation of component is tesponsq>Nny of buNding designer - not truss designet. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabNBy during construction is the iesponsibdity of the erectot. Additional permanent btbcing of the overal structure is the responslaNBy of the buNding designer. For general guidance regarding tobticatlan, quality controL storage. delvety, erectlan and boating, consull CST-B$ Quality Standard, DSI-69 Bracing Spec0caflan, and HII.91 Handling Inslallinp and Bracing Recommendation ovaNable liom Truss Plate Institute, 583 D'OnoftlaiveDr, Madison, W153719. M iTe k Symbols Numbering System AGeneral Safety Notes 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other, O WEBS J5 Cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , a ¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 v a h _ at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chord splices at 1/4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in it 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 responsibilityptY 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 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ` CLIP FORM018,019 YZWO,%R(ID 4 Jpb Truss Truss Type Oty Ply HORTON 14421408 R1965E L1 ROOF TRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:09 2003 Page 1 1 0 0 3-1-8 1-0-0 3-1-8 Scab • 1:8.9 5.00 12 2 3-1-8 3-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Ved(LL) rda - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 11 lb LUMBER BRACING TOQ CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 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=75/Mechanical, 2=257/0.8-0, 4=27/Mechanical Max Horz2=104(load case 5) Max Uplift3=-104(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=-55 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parUally;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 104 Ib uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p F '• fC.'S 1 I L P10, 45161 fit• ' STATE of ORI ANAL IN III WWARKMO - verW design pannnwters and RILW nf0rds5 ON rdgrS AM RISTi rJ = S= BE"= (MR. ! ® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded veltically. Applicability or design parameters and proper Incorporotlon of component is msponslblIlly of building designer - not truss deslgner. Brocing shown is lot loteral support of Individual web members only. Additional temporary bracing to Insure stability dwkng construction is the responsibility of the erector. Additional permanent bracing of the overall siwctule is the msponslbSBy of the building designer. For general guidance regarding fabrlcatlon, quality control, storage, delivery, erectlon and bracing, consull OST-88 Quality Standard, DSI-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available hon hornTrussPlateInstitute, $63 D'Onohlo Drlve, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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 eachCiC3 other. n WEBSJ5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate' i - , ; ; Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of c O at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at I/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 format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MTeke engineer. 15. Care should be exercised in handling, installation PANEL TM 7 CLIP erection and of trusses, 1993 Mitek Holdings, Inc. FORM018, 019 W OfYMMAIR0 M; c cab Truss Truss Type Qty Ply HORTON 14421409 R1965E L24 ROOF TRUSS 1 1 v o tional ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:14:31 2D03 Page 1 2-5-3 2-5-8 scale • i:a.e 5.00 12 2 1 4'a = 3.4 3 4 2-5-8 l 2-5-8 Plate Offsets . Y : 1:0-0-11 0-2-0 LOADING (psf) SPACING 2-" CSI DEFL in (Ioc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) list LC LL Min Well = 360 Weight: 10lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. SLIDER Left 2 X 4 SYP No.314-15 REACTIONS (Ib/size) 1=113/0-1.8, 3=89/Mechanical, 4=24/Mechanical Max Horz 1=95(load case 5) Max Uplift1=-39(load case 5), 3=-102(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-40, 2-3=27 SOT CHORD 14=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 102 lb uplift at joint 3. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Or. N., Pembroke Pines, FL 33331. F- 13 LOAD CASE(S) StandardNO, a 4.5161 is STATE OF hQR1 L Awarf nr NG - verW design par nwtra and READ Norse oN Tws AND itzmRss Isws BzroRs ves. Design valid rot use only wlth MITek connectors. This design is based only upon potameten shown, and is lot an Individual buYtling component to be Installed and loaded vertloaliy. Applicability of design patameten and proper Incorporatlon of component is responsibaty of bulldlnq designer - not buss designef. Wooing shown is lot lotetal support of IndNkduol web members only. Addltional temporory bfacing to Insure stablRty duting construction is the responsibility of the erector. Additional permanent bracing of the overall stwctute is the responsibiity of the building designer. For general guidance regarding tabrbation, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, OSB-89 Braclrsa Specification, and NIB-91 MHandlingInstalNnpandBingroaRecommendationavailablefromtrussPlateInstitute, US D'Onobb Drive, Madison, W153719. Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachuQ other. O WEBS , J5 3. Place plates on each face of truss at each for 4 x 2 orientation, locate i h Q joint and embed fully. Avoid knots and wane plates I/s" from outside edge of 0 a a at joint locations. truss and vertical web. a O 4. Unless otherwise noted, locate chords livesP 4 length(+ 6" fromC, 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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. n Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. 9 stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, inc. CLIP FORM018,019 itliORit AINO. Jpb Truss Truss Type Oty Ply HORTON 14421410 15R1965E L27 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5,000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 27 16:14:48 2003 Page 1 2-8-8 241-8 Seals • 1:9.9 5.00 12 3 1 4vd 241-8 245-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 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 Vdeft - 360 Weight: 9lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 3-1-8 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=121/0-1-8, 2=96/Mechanical, 3=26/Mechanical Max Horz 1=95(load case 5) Max Uplift1=-46(load case 5), 2=407(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2.35 BOT CHORD 1-3=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; 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 at joint(s)1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1 and 107 lb uplift atjoint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard L7r%Vl4 16 Ir3No. 4.5161 t a• o STATEANAL WAMNG - v#rW design paaysmeters and MUD Norm GNTM5 Arm REVERSE sans BWOJW UM. + Design valid $or use only with Mliek connectors. This design k based only upon parameters shown, and is for an Individual building component to be installed and boded vertbaNy. Applicability of design parameters and proper Incorporation of component is tesponsbloty of building designer - not truss designer. Bracing shown k fa lateral support of Individual web members only. Additional temporary bracing to Insure slabWly during construction k the iesponsiblllty of the eteclot. Additional permanent brbcing of the overall shucture k the responsibility of the building designer, for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling InstallBHt and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each caOC7 other. a J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0 o_ d ti at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesiPC14length(' 6" fromatpanel 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-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. 8. Plate type, size and location dimensionsPLATESIZEshownindicateminimumplatingrequirements. 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 MiTek® engineer. 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses, 01"3 Mitek Holdings, Inc. FORM018,019 HYDROLA%A(gy. L ft 4pb Truss Truss Type Oty Ply HORTON 14421411 1985E M ROOF TRUSS 16 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 27 16:07:26 2003 Page 1 3 1-0-0 1 0 0 1.0.0 1-0-0 Scale • 11.2 2 5.00 F,2 4 1-0-0 2x4 = 1.0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc), Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - Ma M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-" oc purlins. B03f CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(load Case 4) Max Grav3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 23=-37 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard r t : NO.45161 ,k 0 STATE OF OR I'D Q aL AwmmNa - verM design parameter. "d mm Norss oN Tms Alin Rismmsa aws ata"= Im. ® Design valid tot use only with Mitek connectors. This design Is based only upon parameters shown, and k for an Individual building component to be Installed and loaded verflaally. Applicability of design parameters and proper Incorporation of component is responslbRty of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addillonol permanent brbtcing of the overall structure k the responsibAlly of the building designer. For general guidance regording fabrication, quality control, storage, delivery, stection and bracing, consull OST-06 Quality standard, DSO-89 gracing SpecNlcatlon, and HIB-91 MHandlingInstalltnpandBrackrgRecommendationavallablefromTrussPlateInstitute, 593 D'Onoftlo Drive, Madison, Wd $3719. iTek® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcz other. 0 WEBSX 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h, QjointMC7C4$ and embed fully. Avoid knots and wane plates I/8"from outside edge of c o a _ at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromFL_ ce panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 MTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYM AIRO 49b Truss Truss Type Oty Ply HORTON 14421412 bR1965E S ROOF TRUSS 3 1 4. optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Non Jan 27 16:15:02 2003 Page 1 1-5-0 5-3-5 9-10-13 r 1-5-0 5-3-5 4-7-8 Scent• lea 3.54 r2 3.4 s 3 2 e 2.4117 5 5 3.4 = 2.4 = 5-3-5 9-9-15 9 1,Q-13 r 6-3-5 4-6-10 0-0-14 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0A1 Horz(fL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell= 360 Weight: 41 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-11-9 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=308/Mechanical, 2=514/0-11.5, 5-429/Mechanical Max Horz2=273(load case 2) Max Upliftit-315(load case 5), 2=-263(load case 2), 5=-171(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8 =24, 2-3--1070, 3.4=64 BOT CHORD 2-7-1000, 6-7-1000, 5-6=0 WEBS 3-7-166, 3-6=-1068 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 315 lb uplift at joint 4, 263 lb uplift at joint 2 and 171 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 ' .+•', ( Uniform Loads •'iv i¢ s• ; jpif) ' ; Vert..1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 STATE OF 44 0 R 110 uaL A WAXIVIMG - ver jy dosign paru~t*rs "d PJLW Horan ON TMS AM RBVZRW SMS Sr"Ra EM. •• Design valid for use only with Mliek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. ApplcabMy of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponslblllly of the erectoi. Additional permanent bAicing of the overall structure is the responsibility of the building designer. For general guidance tegaidIng fabrication, quality control, storage, delivery, etecton and bracing, consult OST-60 Quality Standard, OSI.89 Bracing Specification, and NIB-91 M Tek Handling Installing and Iraoing Recommendation available from Truss Plate Institute, 583 D'Onofrb Dilve, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Prope" t 3/. * 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 each7- s other. O WEBS . J5 c 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - ,; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of U O a y at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices 4 length(' 6"from FL_ ce v at panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEB$ 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. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. a14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 01993 Mitek Holdings, Inc. CUP FORM 18,019 L ® MY011Iv-AIR0, b Truss Truss Type Qty Ply HORTON 14421413 ISR1965E Si ROOF TRUSS 2 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 Miiek Industries, Inc. Mon Jan 27 16:15:18 2003 Page 1 1-5-0 4-5-1 i 1-5-0 4-5-1 3 3.s4 i2 7 2 5 4 2x4 = 4-5-1 4-5,10 4-5-1 04-9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defI PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) Ma - n1a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 >333 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP. CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-1 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=87/Mechanical, 2=218/0-115, 4=31/Mechanical Max Horz2=580oad case 3) Max Uplift3=-101(load case 5), 2=-120(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 15=24, 25=24, 2-3=-28 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; 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 ofwithstanding 101 lb uplift at joint 3 and 120 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase-1.33, Plate Increase-1.33 pp Uniform Loads ,pt p Q/ plf) rNr• r, i cTrapezoidalLoads (plf) Vert: 5=0.0-to-3=-81.8, 2=-1.7-to-4=-22.1 rr No. 4.5161 r STATE I` vaL QwAm wo • ves-W design parameters and Raw Horns onr mw AND RBT/d Rst swds sarom Ulm. •• ® Design vo#d for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer • not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addiflowl permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, 011111-89 bracing Specification, and HIS-91 M iTek® Handling Installing and Srocing Necommendalton available from Duu Plats Institute, 583 D'Onohb oil", Madison, WI53719. 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 t 11 securely seat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each14cu other, O WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - ¢ MC7C6 joint and embed fully, Avoid knots and wane plates 1 /a" from outside edge of o a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 4 length(' 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plato 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4. to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. 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 MTek® engineer. 15. Care should be exercised in handling, PANEL TM CUP erection and installation of trusses. O 1993 Mitek Holdings, Inc. FORM019,019 Oi4"'""""` ® NYDRt7,AlR® t. *' b Truss Truss Type City Ply HORTON 14421414 1965E S2 ROOF TRUSS 2 1 v optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:33 2003 Page 1 1.5-0 4-2-16 1-5-0 4.2.15 3 StW :9.2 3.54 12 2 2rt4 = 5 4 1-5-0 1-10-10 4-2-15 i 1-5-0 0-5-10 2-4-5 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.10 2 >192 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC OA9 Vert(TL) -0.16 1 >110 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOR CHORD 2 X 4 SYP No.213 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. REAt"TIONS (Ib/size) 3=91/Mechanical, 4=45/Medhanical, 5=311/0-3-0 Max Horz 5=55(Ioad case 3) Max Uplift3=-94(load case 5), 4=-85(load case 1), 5=-225(load case 2) Max Grav3=91(load case 1), 4=89(load case 2), 5=311(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=17 BOT CHORD 25=-0, 4-5=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3, 85 lb uplift at joint 4 and 225 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASES) Standard 1) Regular: LumbererIncrease=1.33, Plate Increase=1.33 V fUniformLoads (ph) ll/'••. Vert:1-2=-74.0 ' ; ` ••. r+j Trapezoidal Loads (plf) ; ('• Vert: 2=0.04o-3=-78.5, 2=0.0-tom=-21.2 • ''% t ' No. 45161 t WO STATIE OF L AWAWNG - VrrW design pamrneter s and R&W Noss ONTHO AND JWVNttsa SWE 88"RE Use. ..• Design valid for use onty with MRek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertlaoly. Applicability of design parameters and proper Incorporation of component is iesponslbtllty of buRding designer - not truss designer. Bracing shown is for lateral support of Individual web members onty. Additional temporary bracing to Insure stoblety during construction is the respons•bilty of the erector. Additional permanent bracing of the overol structure is the responslb@1y of the building designer. For general guidance regarding lobiloatlan, quality contiol, storage, delivery, srectlan and bracing, consul OST-tit Quality Standard, OSS-89 tracing Specification, and NIt•91 MiTek® Handtinq •nstalllna and tracing Recommendation ovalabis from Truss Plate Institute, 593 D'Onofrla Drive. Madigan, W153719. Symbols Numbering System AGeneral Safety Notes 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 l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachawother. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - h ; ; ¢ joint and embed fully. Avoid knots and wane plates 1/8"from outside edge of v O a at joint locations. truss and vertical web. a O 4. Unless otherwise noted, locate chords licesP at 1/4 length(+ 6"frompanel 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 rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/bang-NaN Joint/Plats Placement Chart. FARTHEST TO THE LEFT, is the responsibilityPtY 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 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 MTek® engineer. 15. Care should be exercised in handling, TU PANEL4L'0© erection and installation of trusses. 1993 Mitek Holdings, Inc. ` CLIP FORM018,014 GIs1O-NAIL& JW f # 4*# r b Truss Truss Type Qty Ply HORTON 11 14421415 R1965E S4 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:30 2003 Page 1 3 1-" 2-4-5 1-5-0 2.4-5 VC3 3.54 12 2 5 1 4 2-4-5 2-4-5 LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,01 Vert(TL) 0.05 1 >470 SCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 9 lb LUMBER BRACING TOP`CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-22ftAechanical, 2=195/0-115, 4=10/Mechanical Max Harz 2=30(load case 2) Max Uplift3=-22(load case 1), 2=-150(load case 2) Max Grav3=53(load case 4), 2=195(load case 1), 4=10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 15=24, 2-5=24, 2-3=-27 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partialty;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 ofwithstanding 22 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE945161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard i) Regular. Lumber Increase=1.33, Plate Increase=1.33 it glUniformLoads (plf) VfVert: 15=-74.0 _\\ `, (, • rTrapezoidalLoads (plo q •. +j Vert: 5=-0.0-to-3=52.3, 2=-2.1-to-4=-14.1 • i pk ' No, 45161 oc 0 STATE OF 00L I'D0OR6;' aNAL AWAIL G - V#r W design parrarneters and JUMV NOTES ON Tars AM rtr'1irFJM sroa ar "RS UM. +*® Design valid for use only with MlTek connectors. this design Is based only upon parameters shown, and k for an IndMduol building component to be installed and loaded vertically. App#=bMy of design parameters and proper Incorporation of component k responsibility of building designer - not truss designer. Bracing shown It for lateral support or Individual web members only. Additional temporary bracing to Insure stability during conthuction Is the responsibafy of the erector. Additional permanent bibcing of the overall structure Is the responslbWty or the building designer. For general guidance regarding fabrication, quality contiot storage, delivery, erection and bracing, consu8 OST-85 Quality standard, DSB-69 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendation available horn Pun Plate Institute, 683 D'Onofrla Drive, Modkon, W163719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i'/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, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcac3 other. o wEBs Js a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of 0 o a = at joint locations. truss and vertical web. Ua o 4. Unless otherwise noted, locate chord splices at I/4 length(+6" frompanel 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 ATTHE 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 purfins 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, I 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 MiTek® engineer. 15. Care should be exercised In handling, rr PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORWIS,019 aa+Ycs-neon. HMPO,A/A10 H0018:088 -A313 "3" 5961 1300W :3WVN 80fH'1 J18 yvZ`'H/ NOIHOH 7!'O :d3misn0 NydS no S3I0NIHS:OVOI HOVglldZO—SZ—OI 31V4 3S96k8G:N3GvgnN 80f I X :1VAONddV 03NOIS ( 2lOH Ald f I I ONINV38 38 Ol 38V NMOHS SIIVM SONVH/"O ONV HOlId--ONIOVOI--SONIMVMO 03833NJIN31 '80H Ald Z `: "S355fk11 ONLL13S Ol 8018dI I SIIVM D88--SNOISN3W10 NydS -nv M31A321- 113 J Il IJI 210H Ald l ; `i — - 030V1d 38 Ol SIIVM ONINV38-11V : J IJ I ij j V,iA I Q31DN SS-]NN 'Dda 0— b-6 0-0-9 0-0-9I 0-0-6 0-9-8 1AiN3 NI 'Dda 0-V-CT L--B w i I `•!,. i Z -- - . NIWId IJ X- , , ; WI, uGlc, W t Lg cl DITV- _- - - - - d o-r/"' - --- Bid Sib' f Lid— -- — - - _--- -- — - =- -- - - -,- _—_- _ _ --- I----6lid f d , I d ,, I d --- ----- I d I !! I 1 LTV i-=-=------_------_ - -----=-jam ------------ =-\-- _ -=--_--.. ____ -.==-1--- I ! Bid t I WI Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/19/2002 milemasters.xis PAGE DESCRIPTION DRAWING # / REPORT SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 2 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 1000 3 INDEX 4 INDEX' " 6 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 1INSTALLATION DETAIL SOL. HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 11000 11000 11000,1600 3 2000 6 INDEX 7 JINSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 11000,1600 8 2000 1000 a 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 1000 1760 S 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX002i 1000,1760 S 2000 1600,1000 & 2000 13 INDEX, . 14 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 8 . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1600,1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES iHMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFIN 1100011600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFLG 1000 / 1600 22 ' INDEX ' 23 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER? IFIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 12000 1000 / 1600 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 IFINVERTICAI ULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 2VMFLG 2000 4 Page 1 of 1 mibmnsera.As ALM WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1A 53 1/8" X 72" DESCRIPTION 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" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X. 79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRI CPENING BY OTnCRS ONE BY WOOD BUCK By OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO J BY OTHERS PERIMCTEP CAULK BY OTHERS GLASS (TYP) SEE NOTES) VINDOV HEIGHT PERIMETER CAULK By OTHERS O \ CAULK BETWEEN VINDOV FLANGE I, PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APROvED COL. CtIE By WOOD CONCRETE OR BUCK Br CinERS -nA:p:.Rr OPENING CAULK BETWEEN WOOD •sY OTHERS BUCK L MaSY. OPENING BUCK WIDTH I.1/.' hlh BT OTHERS aLCncnr SHIM AS RED D. I D INSTALLATION ANCHOR FLANGE TYPE 114• M.:X. 3/I6• DIA. TAPCON WINCOv FRAME (SEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' D:A. TAPCON SHOWN (SEE NOTE 9) p I I: / 1 a I MIN. GLASS (T) EMBED I \ Q EMBEDMENT (SEE NOTES) ll CAULK BETWEEN WINDOW FLANGE L WOOD BUCK PER?MCTER SHIM AS REO'D. CAULK 114' MAX. BY OTHERSSEENOTES) WINDOW WIDTH IJFLANGETTPESTUCCOWINDOWFRAME HEADER BY OTHERS CAULK BETWEEN 1 SECTION B-B MAS'T.OPENING 51 DTMERS BUCKHEIGHT WINDOW HGT. I K- FLANGE TYPE 1 WINDOW FRAME SILL 19 WINDOW WTH. ELI- VATION VIEWED FROM EXTERIOR a I SILL STOOL V BY OTHERS A 0• PRECAST SILL By OTHERS SECTION A —A 2 12002 PRCP.AES 31- PXODUCt L APPLICAtIDH EIjGI.vEiRIMG. TAPCON LOCATION CHART CALL TIP TO IL CA .DNS rILAvILOCATIONS IN JA3A3 so . J PSF 5opv0 vSFITDSIZETIP 70psr 022 74 X 26 CC C.O. LJ u c % 3. 3/9 C.D B.C.D.E LJ,K.Lp47. X 50 5/9 C.0 3:.D.E I.J.K.L 4.,J.J.r: 1 D 1 A x I. 1, I,J. .LD33110EIj383/B I B.C,C.E I E.".D.E I LJ.K.L I LJ!csII/. x , • B.C.C.E I +.E.C.Di.• I.K.L G.n J.J. K.L 722 111 X e L.I. I o . .E I,J I,J - 123 X SII 3/B I a.c.cr A z,^..D.E.F I,J.K.L I I,JJ(.LT1IIIX501eB :.Fi.E O.E LJ.K,L LJ K C Mj 20 A I:.E L.L I,J. K,L I,J.K,L M) 120 X 3! 3/a B.0C.E I • 3C.D.E.F LJ,K,L I LJu.LM/ 120 X S/6 A.B.Gi:.E.f 3.C.O.E.F G,H,LJ.K : I.J K L 6020 72 X 24 0 I,J I.J 6030 72 X 36 C. I C.D.- I,J LJ.K.L 6040 7 1 C.7 S.C.D.E I,J.K,I I.J N,L 7020 a1 X 24 U 703o e. A ss e.cC. I e.c.D.E I,J.K L I LJ K.L 701E 1 X 1• B.C.O.EI,J,K,L I,J.K.L 8020 96 x 2/ D _ .E LJ.K.L 0030 96 X 36 B.C.C.E B.0O.E LJ,K,I X IA B.C.O.E A.C.DE.F I,J,K; 9020 IOd x 2/ L.U.E I,J I,J.K.L 9030 t011 X3,C.O.EI I,J.K,L I,J.K.L B C.C.E A.3.C.O.E.F IJ K.L i K 10020 120 X 2/ 0 U,L I,J I,J.I(.L 10030 I 12D X 36 B.0C.E I l°.CA.E.F I,J,K,L I,J.K,I 10040 120 X 48 B.C.C.— C,M,F I.J.K.L I,J.KA NOTES. 1) SHIM AS REO-D. AT CAC- INSTA_LATION ANCHOR. MAX. ALLOWABLE SH:M STACK TO BE 1/1 , 2) WINDOW FRAME MATERu-: ALLL"AUM A-LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMB'EDuENT OF 1-1/4' INTO MASONRY OR CGNCRETE. 4) USE SILICONIZED ACRr_IC CAULK BEHIND WINDOW FLANGE AT MEAD 6: JAMBS. SILL MUST BE ATTACM..ED TO THE SUBSTRA% WItH VULKEM 116 ADHESIVE CAULK OR A=PROVED EOUAL. H 5) USE SILICONIZED ACRY.: : CAULK FOR PERIMETER SEAL A:OuND EXTERIOR OF WINDOW fUANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR Tr APPROPRIATE DESIGN PRESSURE REOA. J B 7) GLASS THICKNESS MA'! WARY —E THE REOuIREMEti S OF ASTM E1300 GLASS CHARTS. a) LETTER CESIGNATIONS ON Ti,E ,: AA.ZCON LOCATION CR'. INDICATE W-ERE TAPCON ANCHORS AR- TO EE INSTAL D WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES SOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W 'H (L SCREWS OF SUFFICIENT LTH. TO PRCMDE MIN. S/e IN. EMBEDME'.T IN7 WOG.' BUCK. 10) APPLICATION OF VULKr, IIE .:ESIE CAULK AT F=AME SILL MUST COMPLY WITH SEALAN MANJ==:TOPE? S RECOMMENDATIONS. 11) WHERE W:NOOW IS INS -.FLED 1% MASONRY OPENINS WITH A STRUCTUAL TWO B+ BUCK. USE e•D SC- OF SUFFICIENT _ENGTH TO ACHIEVE 1-3/8• MIN. EMBEDME'.T AT A_L INSTALLATION FA:-ENER LOCA-IONS. 250. MEA"=7V, f•_•:,A i:7.e inpNE .;7 BO'_•OJ65 SMEATMING CAULK BETWEEN By CTMERS WINDOW FIN t SHEATHNG INSTALLATION ANCMCR +9 SCREW STUCCO OR SIDING BY OTHERS PERIMETER CAULK By OTHERS GLAZING IT TP.) cSEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION II \ ANCHOR s9 SCREV STUCCO OR , IISIDINGBr OTHERS CAULK BETvEEM I WINDOW IN 13 'MINLSHEATHINGSHEATHINGEMBEDMENTByOTHERS SECTION A -A TWO BY WOOD Or OTHERS WINDOW WIDTH TWO By WOOD — BT OTHERS SHIM AS REO'D. SEE NOTES) 1/A. MAX. SHIM SP.:CE SMiM AS REO'D. SEE NCTES> 1/•' MAX SHIN SPACE CAULK BEIWr-N r WInDOW FIN 1 L SHEATHING 1• MI)( En2EDM_vT WINDOW WIDTH I II FIN TYPE 24' TIC. 7WINDOWFRAMEMAx. HEADER II (TrP.) A r GLAZING (TYP.)jI (SEE NOTE 7) 7s.luDIN9. WINDOW / EOUALLY ASPACEOTHERSHEIC(T ANCHORS FIN TYPE WINDOW'( TYP.) FRAME JAMSATION yANH+S SCREW B B A 6- SECTION e-e 24. O.C. I ciTPU PIN TYPE MAX. (iTP III+— WINDOW FRAME SILL 6' Max. (TYP.) ELEVATION v1Ew D FR M xTERIOR WARBLE SILL STOOL By OTHERS L511::,t,,", L.i •.rtia :_'.. .s'. OiPq 1) SHIN AS REO'D. ADJACENT TO EACH INSTA`LATHON A•.CHCP. MAX. ALLOWA.-LE SHIM STACK TO 2) rnnOOw FRAME MATERIAL ALUMINUM ALLOT 6061. 6'RID4 E t7RuDcRiS _ 3) INSTALLATION ANCHOR MUST BE OF SUFFIC:ENT LTM. TO A.MIEVE MIN. EMBEDMENT OF 1' INTO wOOD FRAME MEMBER. A (JZ •,• w ..T •, }t a) USE SIUCONIZED ACRYLIC CAULK BEHIND W:NDOW FN A' MEAD. SILL G JAMBS. 7f / _ _ _ 5) USE SIUCONIZED ACRYLIC CAULK FOR PER:aVER SLA+ A.:OVNO EXTERIOR OF VANDOw FRAME. 6) CUSS THICKNESS MAY VARY PER THE RECJIREVENTS CC ASTm E1300 GLASS CHARTS.. SP1/ACE MASHIMx. 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROu COR:.ERS AND MAX. 2+' O.C. DESIGN PRESSURE CAPACITY OF 1NSTAv ALLATIONS, W-A CHCR S.--ZINC AS STATED. IS 70.0 PS, FOR ALL AVAILABLE SIZES UP TO 73' x 71' mAx. SHIM AS REO'D. SEE NDTIrC, TWO By WOOD By OTHERS PREPARED If PRODUCT L APPLICATION ENGITCERIMG. INC.: 250 INTERNATIQIAL PKVT.. SUITE 250. MEA''POV, FLCR:DA ?274i PHONE 4.7 B0Y0353 fAx 407 901-036 5 SHEATHING CAULK BETWEEN IT OTHERS WINDOW FIN t SHEATHING — INSTALLATION ANCHOR RB SCREW STUCCO OR SIDING OS ERIC ULK OT IA1RKt Br MCRS GLAZING ( TYP.) SEE NOTE 7) WINDOW MEIGMTPERInETER CAULK BY OTHERS INSTALLATION ANCMOR 09 SCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN L SHCATHING TWO BY WOOD MIN .- ST OTHERS 1/ 4' MAX. SHIM SPACE SHIM AS REO'.D FIN TYPE (SEE NOTES) vINDGv FRAME HEADER 1/ 4' MAX. CAULK BETvCEN WINDOW WIDTH 1..— SHIM SPACE WINDOW FIN t SHEATHING TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) — GLAZING ( TYP.) SEE NOTC 7) VINDOW v1DTH FIN TYPE WINDOW 24' O.C. MAX. YP.) IIITA FRAME JAMB Y v1ND0vHEIGHT / / SPACE ANCHORS ( TYP.) FIN TYPE 1 WINDOWFRAMESILL B k_ B L MARBLE SILL STOOL By 24' 0-C. A TYP.) OTHERS MAX. (TYP.) 6' MAX.(TYPJ j 1/ 4' MAX. r SHIM SPACE T SHIM AS I cSEE NOTES>ES> MiN. SMCAMING -J EMBEDMENT TWO BY WOOD BY OTHERS By OTHERS SECTION A —A I' MIN EMBEDMENT 1 L S-EATMING BY OTHERS PERIMETER CAULK INSTALLATION HYuTMERSSTUCCOORANCHORA3SCREWSIDING BY OTHERS SECTION B—B Nryj 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) wRtDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEvE MIN. EMEEDuENT OF I- INTO WOOD FRAME MEMBER. 4) USE SILICONIZED ACRYLIC CAULK BEHIND w4NDOw FIN AT MEAD. SILL & JAMBS. L VATION => USE SKJCONIZED ACRYLIC CAULK FOR PEtlu— SEu AROUND EXTERIOR Of wINDOw FRAME. VIEw ROM EXTERIOR 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS Of ASTu E1300 CUSS CHARTS. 7) INSTALL INSTALLATION FATENERS AT 6' MAX. FROu CORNERS AND MAX. 24, O.C. DESIGN PRESSURE CAPACITY OF WSTALLATIONSw:Tn ANCY R SPACING AS STATED. IS 70.0 PSF FOR ALL A'JAIU=S SIZES UP TO 119' X 49 5/8' MAX. r oRD F Cfn'u R - Y AsltaEmu. REV DESCRIPTION DATE rNI FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, FLORIDA TITLE: INS ALLATION DETA'.L -,;/ x8 SCREWS HORZ SLIDING FIN WINDOW XOX CONFIGURATION- SERIE; 1000 DRAWN BY:BB APPROVED BY: f;'ovDATE:12/17/01 SCALE: N. T. S. DWG.: FLEX0029 PREPARED DY. PROkKT t APP ICATIONCNWNEERING. TNC.. 250 INTERNATIONAL KVT., S'.TTC ZU. MEATMR3W. r.^P.IDA3274i PHONE 40' 9OS-0365 FAX 407 E-C -0JS5 y CONCRETE OR CAULK BETWEEN WOOD MASONRY OPENING BUCK t MAS'T. OPENING By OTHERS Br OTHERS ONE BY WOOD _ BUCK By OTHERS D CAULK BETWEEN QWINDOWFLANGE t WOOD B IrK I STUCCO BY OTHERS PERIMETER CAULK V M BY OTHERS WINDOW EIGHT) GLASS (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS F— c INSTALLATION ANCHOR 3/16,' DIA. TAPCON 1 1/4• MIN, EMBEDMENT G 1/4• SHIM SPACE MAX. ; I SHIM AS REO'D OT"S) ONE BY WOOD - eUCK 9, OTHERS B.W BUCK WIDTH) 1/+• SHIM - FLANGE TYPE SPACE MAX. WINDOW FRAME SM•M AS RM D JAMB (S E NOTED INS'ALLATION ANCHOR 3/16' DIA, TAYON RIGID VINYL GiAZ:NG BEAD GLASS (TIP.) SEE NOTES) 1 r-d1-r— BY OTHERS 1-v•• KtN M CDKMT I c C SEE N L CAULK BETWEEN____---- B.N. WINDOW FLANGEBUCKtWOODBUCK vFLANGETYPEHEIGHT) WOADERNDFRAME n_ PERIMETER ERRIGID VINYL GLAZING BEAD TYP.) FLANGE TYPE W; NDoV FRAME SILL CAULK BETWEEN O / Q WINDOW FLANGE —// Q tPRECASTSILLW/ VULKEM 116 PRECAST SILL SECTION A -A ADHESIVECAULKByOTHERSOR APRRvED EOL. - W. H.r— W. W. A- A B C D I I B A-- 1 ELEVATION viEwED FROM EXTERIOR v CAULK STUCCO BY OTHERS BY OTHERS WW WINDOW WIDTH) CAULK BETWEEN WOOD BUCK L SECTIONe-e NAVY. OPENING NOTES. BY OTHERS 1) SHiM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. A-LOWASLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 31 INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4'INTO MASONRY OR CONCRE'E. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD II JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED MAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CMART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOP THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE RZOL;REMENTS OF AST" E1300 GLASS CHARTS. e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CK RT INOICATE WHERETAPCONANCHORSARETOBEINS'ALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAGCON ANCHOR SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTUP.EP.'S PECOMMENDAT:ONS. 1;) ONE ADDITIONAL FIELD DP LL LEDkINSTAEDANCHOF IS REO'D, IN EACH JAM2 ON THE FOLLOWING SIZES- -025- (73 X 62). •D26' 73 X 71). _56u60M- (65 X 71). h •5^M60M- (7) x71). PLACE ANCHOR BETWEEN ANCHORS C AND I• AND BETWEEN ANCHORS •H AND J• OVER 55 PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONR" OPENING W47H A STRuCTUAL F TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIE'JE1-3/8 MIN, EMBEDMENT AT AFL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE 1:1 ADD A 7:0 SCREW H ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. J MAKWACTME13 !VAME t XAOM FUE# PDCPARi6 ! T. PPODV]T t APPLICATION V CALL TIP TO LVLA.I PSF IVTNZ, OPSJ IN MtAV O>Si LU'_JIIJN, JU 6i IN JOPTC JFMCI Or•:r SIZE TIP To I To I To jo I To TO iZ4r7^D r a F 7> 1H2 26 1/2 X 26 C C C 1^ 3 26 1/2 Y 38 3/0 C C C G.H G.n G n 1F4 26 1/2 X 50 5/e C C C G.H G.H G.n I,J 1" a5 26 1/2 X 56 1/+ C C C GH G.n CG; G,H,I,J 1H5 26, 1/2 X 63 C C C Gn G.MI,i L I1M626112X12CCICC,H C,H I,J G -.I.J 22 7 x I F n 23 37 x SB 3/0 C C c c H G.n c 24 37 A 50 5/8 C C C G.F c.H J C. a5 37 x 56 1/+ C C C G nG.r.J.J 25 37 x E} C C G.H G nJ.J G.'•J.J 26 I? Y 72 C f I C G.n I.J G.HI.J E.F.G.MI.J J 3353 1/8 x 38 3/4 C e.0 2.0 G.H G nG.n,LJ K: 3s 53 1/! z SD S/e C I G.n G!ILJ G ^J.J 345 53 1/! X 56 1/4 C B.0 5.0 G.H.1.J GH.. Ei i.H!J 35 53 I/B x 63 C B.CE.P,G,HLJ 36 3 1/B x 7 C e.0I -e.0 GMLJ E.F.G.n,I.J E.F,:.F.I,J C23 74 x 38 3/8 ex B,CA.3.C.0 D24 74 X 50 5/8 B.0 B.0 A.;.C,D iG.n.LJ G.HJ.J E.F. G.H.I.J 0245 74 X 56 l/+ B,C 8,C A.B.C.0 G.HLJ E.F,G H.I. E F,.;,Y I,JD25 7s z 63 B.0 S.0 A.5.C.0 G."J.J E.F.G.H.LJ E F:1,HI.J• 6 74 x 72 e.c e.c 2DMIDM 2+ X I I+. 2OMSOM 24 x 36 C C C G.n G. 1 G.4 20ua0u24X4BCCCGnG.n IC. 20ua6w I4 x 54 C C C IC.'" G nC ^J,J I20w5OM24X60CCCG.n 0," G nI,J o - M w a x 7 C C C G.M. G,H I.J G n I J 3Ou20w 36 X 2. n H.1 30. 30m 36 x 36 C C C C.H G,H cm 3OM40M 36 X 4! C C C C." C."I.J c .,.J 3OM46M 36 X 54 C C C G.H G.NI.J G n.0 30MSOM 36 % 60 C C C G.H GJ+J.JC.".I,J 30M60M 36 X 72 C C C 4 M Vti 4OM30u 48 x 36 C C B.0 G.nG." G.n.I.J 40M40M 43 X 48 C C e.0 Gm G,"J.J c.M.I.J owsw 48 X 54 C C 3.0 IG nG.M.I.J G."I.J 4OMSOw a8 x 60 C C 3.0 G.H.,I,J C!+J.J E.F,G.N.LJ 40u60u 48 x 72 C C e.0 G,MI.J E.F G."J.J f H I 4 M M54 X Z4 I. G.H 46M30M 54 X 36 C B.0 B.0 G.M O.H G. I.i 4 SM40Ma6M46M 54 X 48 54 X S4 C C B.0 e.0 e,C B,C G.M G. MJ.J G. HJ.J G." I,J G. M.I. E F.G.HI.J46USOM 54 x 60 C B,C 2.0 G.".LJ G.".I,J E,F•G.H.1.J4 M V 54 % 72 C BC 0 GH:J F G YI 1 F i r,n SOM20M 4 C C a.c G H G.N G." SOM30M 60 % 36 - C B.0 e.0 G. I G," G.r.I,J SOM40M 60 X 48 C B.c e.c GJ1 I c. HJ.J 50M46M 6C x 54 C B,C B.0 G,M.,I,J C."J.J E.F.G.HJ.JSOu50M 60 x 60 C B.0 e.0 0.H.LJ SOM60M 60 X 72 C N c.G GH.LJ Ef.GJILJ E.F. 56M20. DO L W., zn M 56u30M 66 X 36 e.c B.0 A.B.CA G nG.M GI1J.J 56M40M 66 X 48 B.c e.0 A.2.C.: G.H G.H I.J G n I.J 560a6w 66 x SA e.c B.0 ..;_.C.:G.",I,J G.H,I,J E.F.G.H.I.J56u50M 66 x 60 e.0 B r A.3.C.0 G MI.J E.F.G ..o.J E.F.G.nJ.Jr. r M60w 66 x 72 . B : A.?.C.: G MI.J E.F.G M.I.J E f.G.".I.J• CM_ DN C - .H M 6ow3oM ' 2 X 36 e`: e:c A.e.c.c c MG.m G NI.J SOM40u 72 X AS B.0 B cA.9.GCG n GhLJ G.'IIJ EOwl6V 72 x 5A e.0 B,^ A„ G. H,I,J G,H I,JE.i,G M,I,! 72 x 6C ° C B.c G.H,I.J I E.F.G nI,J E. ; n LJ 60M6,W 72 x 72 ° C 8 C A.c.C.3 G.N,L1 I E.F,G I+.LJ E FA"1 Y wADDITIONAL AN' -HORS REO'D. SEE NOTE 11 FLORIDA EXTRL DERS 1 SANFORD, FLORIDA TITLE: INSTALLPT110N DETAIL W/ TAPC NS H RZ. SLIDING FLAiJG= WINDOW — SEP:ES 1000 DRAWN BY: BB I APPROVED BY: DATE: 10/23/01ISCALE:NTS DWG;.: FLEX0020 R: M:, INC.. 250 INTLRM'J^JNALPAVY.. SJ:TE 250. HEAT-;:)W. 527+6 P^GNC 1;7 605-0)e5 • A. :T 805-0)" i CAULK BETWEEN ONE BY WOOD CONCRETE OR WOOD BUCK L BUCK BY OTHERS r HIS, OPENING MAS'Y. OPENING OTHERSYOHERSENv!DOWBILANGE L WOOD BUCK I-1/4• MIN. c EMBEDMENTca STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS NSTALLATION ANCHOR 3/!6' DIA. TAPCON SHIM AS REO'D. 114MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER B. V. _ 1-I/.' MIN BUCK WIDTH) CM3EDMCNT INSTALLATION ANCHOR i ONEBrWOOD3/16' D1A. TARCON D BUCK BY OTHERS _\ STUCCO By OTHERS ShtM AS RIZI), nAx. GLo IeGVBE?D (SEE NOTES) GLASS TYP. XSEE NOTES) RANGE TYPE WINDOW FRAME IAMB CAULK BETWEEN 4> WINDOWFLANGEPERIMETERRIGID VINYL II II L WOOD BUCK CAULK V WI GLAZING BEAD u TYP.) IIIJJJJ GLASS DOW (' YP.) (SEE NOTES) I BY OTHERS V. V. WINDOW WIDTH) I EIGHT) BA BUCKCAULK BETWEEN HEIGHT) WOOD BUCK 6 CAULK BETWEEN WINDOW FLANGE L PRECAST SILL MA$' Y. OPENINC BY OTHERS V/ Lltb ADHESIVE CAUULK,K. ORAPRV'D. COL. SECTION B—B FLANGE TTPE CONCRETE OR PERIMETER CAULK WINDOW FRAME SIII MASONRY OPCNING BY OTHERS BY OTHERS 9 JQ; PRECAST SILL e @ W.W. A By CTME A B C o NOTES SECTION A —A* 1) SHIN AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM To BE1L ALUMINUM ALLOT D E FRA FRA Z) WINDOWMEMATERIAL3) INSTALLATION ANCHOR MUST BEE OF SUFFICIENTNT Ltn. To ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD p k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA'E WITH vuLKEM 1+6 ADnESIvE CAULK OR APPROVED EOuAL. J p K D y 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEA: AROUND W.H. EXTERIOR OF WINDOW FLANGE. 6) 1i EXACT WINDOW SIZE IS NOT LISTED W ANCHOR CHART, USE r V c AVWITH NEXT LARGER SIZE. FOR THE y V ANCHOR OuANTITr LISTEDAPPROPRIATEDESIGNPRESSURE REO'D. 4 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E CHARTS. A. Q INDICATEcu e) LETTER DESIGNATIONSONTHETAPCONLOCATIONCHARTINDICATELETTERHTAPCONLOCATIONCHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30.S, TO 40PSf 4111 TO 70PSr 30.sr To .OPST PS: To 7,>v SIZE SIZE 12leI/$ X 25 s e F.c F.c 13 eI/ 6 X.37 3/e B B F•e r.G T. 1e I/ e 1 49 5/e B e F,G F.G 145 le1/ e X ss I/. B B F.G F.G 15 is1/ 5 e2 8 B r.G G 16 to I/ e X 71 8 B F,G r.G M., 1) t , K 53 R F r.G.J.. IH2 ss 1/: X 2S e e 1H3 25 1/ 2 1 11 3/e B e F.G F.0 INA 251/ 2 X 49 S/e B B F.G F,G.hj IH45 25 1/ 2 x 55 1/. B B F.c F,G.I) I.533 V2 X Q B B F.G F.D..,: In6 25 1/ 2 X 71 8 B F.G F.G.nJ 1H725 l i X e3. B B F.G.J.KF.c.J. 10 1/2 , 26 29 1/2 X 25 B 8 FA F.G 1/7 . A3/e 29 1/2 A 37 3/e 49 s/e B B F,C r.0 nJ l0 1/2 . so s/e 29 1/2 X 1/2 X SS 1/. B 8 F.0 F•G.M.. 30 1/2 . 56 1/4 29 29 1/2X 62 B 6 F.G F.G „i 30 1/2 . 53 30 1/2 . 72 29 1/2 X 71 B e F.G.M., F.c.HJ 30 11. e. 29 , 2 1 e3 B B F.6.JK F.G.J K 2336 X 25 36 X 31 1/e B O B F.GF.G 24 x1 . 9 5/6 B B e BF.cF.G F. G•H.. I F,G hJ 245 2536 155 1/4 36 x 62 B B F.GJtJ F.C.v 26 36 A 71 B 6 F,G.M,t D.E.F..'..-J 7 36 X e3 8 B F.G.J.K F.G.M.I,J K 42 2641 X 25 e e F, c r.c.HJ 2 . 363/e 1 37 3/e 9 B F. c F.c.MJ 42 . SO s/e 1 X 0 1/3 1/. 8 BF.G•MJ F,C,HJ 2 . 56 1/4 42 a 63 41 A SS 4t X 62B9F,GJ(.1 D.E,F.GJ-J A2 . 72 41 X 71 B e F.G.nJ D.E.F.G.,j 4 A 1 x e3 F.c.J K F.c.N.I. K Ad . 26 47 X 25 B 8 A.0A.0 F.G F•G.M) e 36 3/3 3/6 9 s/e B A.0 F.G F.c e . so 5/9 4e , 56 t/. 47 X 7 1 S51/4 B A.0 F•G.MJ F-G.H.J 48 a61 47 X 62 B A.0 F.G.M,1 F.G.MJ D.Er•C.hJ 46 . 72 47X7147X63 B A.0 rcix cF K 32 52 1/ 6 X 25 B B A.0A.0 F.G F.c F.G F.c rJ3334521/ e X 37 3/e 52 1/6 X .9 5/5 B A.0 F.c ,M,i F,Cf!J 345 52 I/ e X ss 1/4 B A,C r.C,MJ r,C.H, ID.E.F. G.,o1 D.E.F.G. H.I 35 36 52 1/ ex 62 32 1/3 X 71 B IS A.0 A,C F.C. M.1 s2I/e 1 el B A.0 F.G.J.K D.E.F.G.J.-JK 37 SQENOT AvAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L_ EXTERIOR ELEVATION AS A KEY, 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR r.ZcoN INC DA FLORIDA EXTRUDERS' NTERNA D, FLORIDA SANFORD, FLORIDA ANCHOR SHOULDBE, FILLED WITH /B SCREWS OF SUFFICIENT ON. TO PROVIDE MIN. 5/ 8 IN. EMBEDMENT INTO WOOD SUCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS TITLE: INSTALLATION DETAIL PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES SINGLE MUNGS. SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 8 2000 II) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A sTRUCTUAL TWO By WOOD BUCK. USE /10 SCREWS of VIEWED FROM EXTERIOR SUFFICIENT LENGTH TO ACMIEvE1-3/0- MIN. EMBEDMENT AT C.• = tr.:''.:: DRAWN BY: BQB APPROVED BY: DATE:10/07/01 ( SCALE: NTS Dwc.: FLEX0016 ALL INSTALLATION FASTENER LOCATIONS. 250 wTERM4T10NAl PKT.. SIXiC 2$0. etEAT,NLOW, fLOAID, 327.E PHONE 407 e05-0365 /AX 407 5:5-0366 PREPARED B•: PRODUCT AAPPUU:K>n ENGniERx.G. INC.. CAULK BETWCEN WINDOV FIN L SHEATHING INSTALLATION ANCHOR I19 VCOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK 9Y OTHERS SHEATHING By OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLA 1ON ANCHOR I18 WOOD SCREW Stucco BY GTeERS CAULK BETWEEN WINDOW FIN SHEATHING L SHEATHING HY OTHERS SECTION A -A 1' MIN EMBEDMENT Two By WOOD By OTHERS SHIM AS REO'D. SEE NOTES) I/A' MAX. SHIM SPACE GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME HEADER FIN TYPE WINDOW FRAME 1144ARDLE SILL STOOLByOTHERS O By WOOD ByHr OTHERS I'MIN. EMBEDMENT VINDCu WIDTH 1/4• MAX, SHIM SPACE SHIM AS REO'D. TWO By WOOD SEE NOTES) STUD BY OTHENE RS URMMANUFA s FII GLAZING NOTES1f (SEE NOtET) f_TINceW I W.DTH I I A I 24' D.C. MAX. (T T P.) EQUALLY SPACE ANCHORS (TTP.) WEIGHT HEIGHT ,— AJ 6 MAXIc 6' MAX.IL— (TTP.) ENE 9 ELEVATION VIEWED FROM ExTERIOR FiN TYPE JWINDOWFRAME JAMB PERIMETER CA ILK By CTME;iS MIN. EMBEDMENT SMEA?-!NG BT OTHERS CAULK BETWEEN WINDCT FIN L SHEATHING INSTALLATION ANCHOR 98 WOOD SCREW STUCCO BY GTMERS SECTION B-B NOTES 1) SHIN AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACMIEvE MIN. EMBEDMENT OF PINTO WOOD BUCK. A) USE SILICONIZED ACRYLIC CAULK BEHIND WINDCW FIN AT HEAD. SILL @ IAMeS. 5) USE SUCONIZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF W*NDOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR Ou&%TItY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIF.EMENTS OF ASTM E1300 GLASS CRAM. B) FLORIDA ExTRUOEAS 1DD0 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRIDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. VA COMCRETE ORMASONRYOPENING BY OTHERS ONE BY VGOD BUCK BY OTHERS CAULK BETWEEN WINDOV FLANGE p L WOOD BUCK . STUCCO By OTHERS PCRIMETER CAULK BY OTME?S GLASS (TTP.) SEE NOTES) VWxINDOV EIGHT) PERIMETER CAULK BY OTHERS 0 CAULK BETWEEN VINDOv FLANGE i PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OP v. APRV EOL_ A INSTALLATION ANCHORr3/16' DU. TAPCON CAULK BETWEEN GOD BUCK INAS'Y. OPENING BY OTHERS GLASS (TYP.). 1-1/4' MIN. cSEE NOTES) A EM3EDN_NT A8 zA TA SHIM AS REO'D. 1/s' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL GLAZING BEAD B.M./IBUCK / HEIGHT) Rv RIDGED VINYL GLAZING HEAD W.H. 24 O.C. MAX. (TYPE FLANGE TYPE WINDOW FRAME 6' MAX. (TYP.) a ' v PRECAST SILL BY OTHERS SECTION A -A_ _ A --Oj ELEVATION VIEWED FROM EXTERIOR B.V. BUCK vIDTH) SHIM AS REO'D. 1/A' MAX. SEE NOTES) R.JCED VINYL GLAZING BEAD I-v.• "'^ CONCRETE ORj [wy[7r(nt MAS•ONRT GPE NING BT OTHER; D INSTALLATION ANCHOR 3/I6' DIA. TAPCON v 0 ONE 9Y WOOD BUCK BY OTHERS v FLANGE TYPE v WINDOW FRAME CAULK BETWEEN prRiKE TERWINDOWFLANGECAULK1. WOOD BUCK BY CT„ERS CAULK BETWEEN WOOD DUCK L V.V. MAST. OPENING v INDOV VIDTM) I BY OTHERS STUCCO BY OTHERS SECTION E-B NOT G. 1) SMIM AS REO'D. AT EACH INSTALLATION ANCHOR. wx. ALLOWABLE SHIN STACK TO BE 1/4. 2) 1Y1NDOW FRAME MATERIAL: ALUNINUN ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHORS MUST BE Of SUFFICIENT LT-- TO ACHIEVE MIN. EMBEDMENT Of 1-1/4' INTO MASONRY OR CONCRETE. USE SILICON4E0 ACRYLIC CAULK BEHIND w:NDOw FLANGE AT MEAD k JAMBS. SILL MUST BEALATTACHEDTOTHESUBSTRATEWITHWLKEM116ADHESWCAULKORAPPROVEDEW,.oOW FLAMCE. S) USE SILICONZED ACRYLIC CAULK FOR PERIMETER SEµAROUND EXTERIOR OF WIND6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OuANTITY LISTED WITHNEXTLARGERSIZE. FOR THE APPROPRIATE DES:GN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE RECUIREMENTS OF ASTM E1300 CLASS KOF •SUFFICIENTCKARS- B) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. /S ROVIDE NIN. S/B IN. ELISCREWSSEDMENTINTOWOODBUCKSHOULDBEINSTµLED. LTM. TO P 9) FLORIDA IDE NERS 100E SERIES FIXED W:NDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. -- 10) SEE BACK OF THIS SHY. FOR INSTiN ANCHOR RELOuIPEMENTS. 11) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL 4uST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH ASTRUC7UAL TWO BY WOOD BUCK. USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. 13) WINDOW UNITS CAN BE yuL:EO TO OTHER VNTS USING ALUMINUM TUBE MULLION. SEEMULLIONINSTALLATIONSHEETSFORP.EOUIREMENTS. INTERNATIONAL. INC n FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE:!NSTALLATiON D=TAIL V/ ONE BY BUCK FIXED FLANGE WINUZu - SERIES 1000 & 2000 T DRAWN BY:23 APPROVED BY: 2 1 2W2 DATE 10/22/01 SCALE: NTS DWG.: FLEx0018 StiEEi 1 dF 2 W7 6O:}E6805-0365 fAA PREPARED BT:'ROOIICT TECHNOLOGY COR.. 250 WTERNATIONaL PKWY. SURE 250. "CATM". fLORIDA 327.6 PHONE O SHEATHING _ By CTHERS SULK BETWEEN WINDOW FIN L SHEATHINC INSTALLATIONANCHOR48SCREW EXTERIOR FINISH . IIBTOTHERS — PERIMETER / CAULK BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR —` 8 WOOD SCREW EXTERIOR FINISH By OTHERS GLAZINE SEE NOTE 6'. I' MINBEDMENT By OTHES FRAMING CENTRAL FL©RMA B'O'A,F. SHIN A$ REO D. csEE NOTES, %UFA RyN1/{' MAXFiAJn+ ll SHIMSPACEDMRY "' GLAZING cSEE NOTE 6) CAULK BETWEEN I•M(N. WINDOWFINELSHEATHINGMBEDMEN' SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDCW FRAME SHIM AS REO'D 1/ 4' MAX. SE£ NOTES) WOOD FRAMING BUCK BY OTHERS UP ME EXTERIOR FIN TYPE WINDOW FRAME A - J ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH fl- I/" MAX. SHfu SPACE y PERIMETER CAULK By OTHERS B PREPARED BY: PRODUCT TECHNOLOGY CORP.. 25; W r,DFRAMING BY CT HERS SHEATHING By OTHERS INSTALLATION ANCMOR RB SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B EXTERIOR FINISH By OTHERS NOTES. 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR, WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2). wINC0w FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEvE MIN. EMBEDMENT OF 1" INTO WOOD FRAME. A) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEA: AROUND EXTERIOR OF WINDOW FRAME. 5) USE SIUCONZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY vARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASSALSO OUAUFIED. 7) FLOR' DA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW 15 SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 1000 SERIES PICTURE WINDOW. 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WIT:- ANCMOR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAKABLE SIZES UP TO 73- x 71' OR 63" x 95" OR 119' x 37-3/?' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TU?E MULLION. SEE MULLION INSTALLATION SHEETS FOP. RECIREMENTS 1 / 1 3/ UC I51LALt: N. I . ZjUWu.: r L.LALULJJ? U PKWr, S: A'.E M. LIKE MART. FLOACA 32746 PHONE 407 805-0365 FAX 407 U CAULK BETWEEN WINDOV FLANCE L WOOD BUCK CCNCREte OR MA;DNRY OPENING 3r C'MERS BY TMERYT5--OE FIM.:SMs PERIMETER CAULK IT OTHERS WINDOW FRAME MEAD WINDOWHEIGHT EXTERIOR WINDOW FRAME — SILL FERIMETER CA: K BY OTHERS xTER:OR FINISH BY DT.ERS CAULK BETWEEN WINWW FLANGE L WOOD BUCK. CAULK BETWEEN WILD BUCK L MASONRY OPENING BY OTHERS R CAULK BETWEEN WOOD SUCK L MASONRY OPENING By OTnERS CNC By WOOD NOTce BUCK By OTHERS 1) SHIM AS REO'D A: EAEH iNVALLATION ANCHOR WITH LOAD SEARING SHIM, MAX. ALLOWABLE Seim STACK TO BE 1/4-. 2) WINDOW FRAME MA'ERIAL, ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16- DIA. TAPEON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO 3/16' D:A. TAPCON AEMf V: MIN. EMBEDMEN' OF 1-1/3 INTO MASONRY OR CONCRETE. PUCE TAPCON AHCHDRS 6' FROM CORNEPS & 24_ 0. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD SE FILLED WITH IS SCREWS OF SuFFICIENT LIM. TO PROVIDE MIN. 5/2 IN. EMBEDMENT INTO WOOD BUCK. d / EMBEDMENT A) WHERE WINDOW IS INS ALLED IN MASONRY OPENING WITH A STRUCTUPAL TWO BY BUCK. USE /10 SCREWS OF SUFFICIENT LENG'r. T ACHIEVE 1-3/P MIN. EMBEDMENT AT SAME SPACING STATE..) IN NOTE 3. 1 s) usE 9LICONIZED ACRYLIC CAULK BEMINO WINDOW EANGE A' HEAD, JAMBS, 1/4" MAX. 6) USE SILKONS;: ACRYLIC CAULK FOR PERIMETER SEA: AROUND EXTERIOR OF SHIM SPACE WINDOW FLwGE. 7) GLASS THICKNESS MAY VARY PER THE REOuIREMEN:S OF ASTM 0300 CUSS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CUSS IS ALSO QUALIFIED. I 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED By OTHERS. BUILD DOWN MUY BE OF SuFFi£CI£NT S-RENGTM TO ADEOuATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) PLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORKA( EXTRUDERS 1750 SERIES & 2000 SERIES. SHIM AS 10) ELEVA-11ONS S DW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OFES) EE NOTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS. Tr:S SMEET APPLIES TO ALL CONFIGURATIONS THAT EAN 6E MANUFACTURED FROM THE 1000. 1750, k 20DO SERIES DESIGNER F!XED WINDOW FRAMING SYSTEMS 11) WINDOW UNIT CAN BE MULLED TO O HER UNITS vs,tiG ALUMINUM TUBE MULLION. SEE. MULLION INSTALLATION SHEETS FOR REOUIREM:NTS, GLAZING CTYP. SEE NOTES) 4 ' CONCRETE OR \ MASONRY BY OTHERS SECTION A —A INSTALLATION ANCHOR 3/16' D!A. TAPCON SH:M AS REO'D. SEE NOTES) L 1/4- MAX EXTERIOR ELEVAT i0N SHIM SPACE 0 0A1jA 1-1/4- MIN. +_p'g6 _ a EMBEOMEM B:X A : 1 ONE By WOOD N1 BUCK BY OTHERS ¢ " I- 1/4' SHIM SPACE SHIM AS REO'D SEE NOTES) WINDOW FRAMEGLAAQIAMB / yYp LNGSEE 7 SEENOTES)S, T A PERIMETER CAULK By OTHERS EKTEMA! FINISH J By OTHERS WINDOW WIDTH 1- 1/K' M!N. EMBCDMENT ONE BY WOOD BUCK BY OTHERS IN; IALLATI—'N ANCHCP. 3/ 16' DiA. TAPCON CAULK BE'WEEN V D DUCK L MAS' Y (FEN:NG B( OTHERS C\ CAULK BETvr-N vIN3Dv FLANGE L WOOD BUCK CDNCRE TE OR MASONRY OPENINGBY OTHERS g, CTICN F—B WINDOW WIDTM W T A EXTERIOR ELEVATION FLORIDA EXTRUDERS's NFORD, FLORIDA TITLE f LANGEINSTALLATION DETAIL CONCF.E'TE HEADER V/1 BY B_CK DESIGNER FIXED WINDOW 1000. 1750, L 2000 SERIES DROWN BY: BB APPROVED BY: f) rnl DATE:02/12/02 SCALE: NTS DWG.: FLEXD035 a..+(. n. .a nownc. L?'. t» nH[A.rro.n •H. LS'[ tle. .(.frrv, I OHtY Yn+ roc .+ ryeu ... sY (c'.-oM ONE By BUCK By Ct!-:RS CAULK SC:vEEN vinC_v FLANGEPLYWOOD SrCA'HING By CiHERS 1 EKTCRICR FiN=m BT OTHERS PEP.:METER CAULK J BT OTHERS vINDOv FRAME HEAD SHIN A^ PEO'D SEE 1{T£2) WINDOWNEICH1t EXTE?:OR E(TIP. NOTES) SEE NO I S:LLFRA!!£ L_ PEi)PETCR CA.P K SHIM AS RF0•D By OTHCP.S El R!CR SEC NCTES) e' OTHERS CALLK H•_TvEEN vINDO': FLANGE llLONEBYWOOD BUCK CAULK B£'vCEN WOOD B: K MASONP, u'PEN!NZ BY OTHERS M&s34-£ OR CF('TION A —AMASCIF• -- BT OTHERS INSTALLAT:ON ANC-CR co SCREW BUILD DGWN BY OTHERS N TO SILK ALSO PL:Ei 1) Sr'M AS PEO'D. AT EACH INSTALLA;10N ANCHOR MIA LOAD BEARING SHIN. MAX. ALLOWABLE SHIM STACK TO BE 1/.'. 2) WINDOW FRAME MAiE%AL' ALUMINUM ALLCT 60E3. 1- 3/B' MIN. 3) TAPCON m$ ALLATION A:NC LS CRSATSr, MT SE OF SUFFIC;ENT LTH_ TO AC.nEF r_ 1EMBEDMENT M:N. EMBEDMENT OF t-I/.• INTO MASONRY OR CONCRLTL. /)0 INSTALLATCN SCREWS AT HEAD & JAMBS MUST ?E QF SuFFIC.ENT LENGTH TO ACHIEVE 1-3/3- MIN. EMBEDMENT INTO WOOD FRAMNC AND BUILD DOWN WHERE REOUIRED. INSTALLATION ANCHORS k SCREWS TO BE PLACE) 6 IN. FROM CORNERS 6: 24 IN. O. C. M". L: S- SeKCMR2ED ACPr K CAULK BEHIND WINDOW FLANGE AT HEAD. SILL k JAMBS. S) u$£ SILKONIZED ACRYLIC CAULK FOR PERWE7ER SEX AROUND EXTERIOR OF WINDOW FLANGE. 1/.• MAX. 6) C'_ASS THICKNESS MAY vAAy PER TPE R£DuatruENTS OF ASTM E1300 CUSS SAWSPACECHARTS. SmCLE GLAZING IS SHOWN, kNjZ;TmG CLASS IS ALSO OUALIFIED. T) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME 10 BE.ENGINCERED BY OTHERS. BUP_D DOWN MUST BE OF SuFFKIENT STRENGTH TO ADEOUATELY ANSFER LOAD FROM WINDOW TO THE S"RUCTURE. B) FL-RIW EXTRUDERS 1000 SERIES DESIGNER wINCOw SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTPODERS 1750 SERIES h 2000 SERIES. ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT NTENOED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1D00, MO. A 2000 SERIES DESIGNER FIXED W:NDOW FRAMING STSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. SUCK HEIGHT s M y"E EX T EF10ELEVA710N a f L1- 1/4' M.CE `I RAL FLORIDA B. O.4-iT. EM4EDMENCAA b1A1V USAONEBTYCODT--• ••r% HuCK By G•HERK_.i, XAMR INSTALLATIONANOV "—"' •• T•-F• 3/16• DUI. IAPCON iW IT RUCKvIDIm NO BY FRAMING by GIAERS SIN AS PEC'D L•E NOiEU9 1/ B" MIN EMBEDMENT 1/.• MAX. AN SPACE CAv_K BETvCEN TIC BY BUCK L C--` ICRETE BT DINERS INCTA^LA. 12N AN[-CR 0 WINDOW FRAME I CAL!_K B£TvCEN UAn9 . vlFLANGE D BUC1. GLAZING ( TYP. SEE NOTES) 1 U Q fONCRETC DR rySCrPERW[TEP CAULK CT 5T CtHCRS Hr OTHERSvINDOvvIOTH CXTEP:CP. FINISH. SECTION B-B BY OTrtPS WINDOW WIOTH A r— j WfNL1CW A .— I EXTELCE E_ EVATION we a •.iACr f[ C+•aJA• • IY sACe+:}• ArII. VS r%. (•r.IIIv, I.DI:II• Y••. pAK •[+ N:HM! I.. tl+ H.^.-P)u SH[i: RING BT r-erS 19 INSTALLAT ION' ANCHOR SCREW (T EXTERIOR FimsmH ST OTHERS PERIMETER CAULK — BT OTHERS FIN FRANC HEADER vIRwv 1EIJti EXTERIOR. PERIMETER CAULK By OTHERS EXTERIOR fIMISM BT OTHERS AB INSTALLATION-/ ANCHOR SCREW (TYP) SKATHING BY OTHERS 1' NIK CAULK BEHIND FIN TWO BY BUILD DOvN BY OTHERS NOTES SHIM AS RCO'D. 7) SHIM AS REO'D. ADJACENT TO EACH WStllw:lOh ANCHOR WITH LOAD BEARING SEE NOES) SMIM. MAX. ALLOWA?LE SHIM STACK TO BE 1/4-. 2) WINDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE SR.ICONIZED ACRYLIC CAULK BEHIND WINDOW F.N AT HEAD. SILL k JAMBS. 114' FAX IK SPACE A; USE SR.ICONIZED ACRYLIC CAM FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS Of ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS S.HOwN. INSuL9W. GLASS IS ALSO OUALIFIEO. 6) SCREW ANCHORS AT MEAD. SILL & JAMBS SHOULD BE IS SCREWS OF SUFFICIENT LT". TO PROvICE M1N. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /B SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX.. 7) BUILD DOWN AROUND CuRYSD PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOuATELY TRANSFER LOAD FROM wwDOTT TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLOELDA EXTRUDERS 1750 SERIES &, 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. (I IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO 7,4ESE TWO CONF1GuRATIpNS. THIS SHEET APPLIES TO ALL CONFIGURATIONS TrAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED mNDOw FRAMING SYSTEMS 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOLIMEMENRS. GLAZING (TTP. SEE NOTES) FIN FRAME SILL SHIM AS REO'D.— SEE NOTES) / 1- KIM SECTION A -a L SHIN $PA E EXTERIOR ELEVATION TWO BT rRAMING BY OTHERS CAULK BEHIND FIN yCENT 1X"' H A pw- 2002 i/4' KAR. A? INSTALLATION yl AI:H SPACE ANCHCR SCREW (TTF.) AMTv0B, FRING SHIM AS REO'D B, OTHERS ciEi NOTES) CAULK BCNIKD FIN FIN FRANC JAMB, GLAZING (TTP. SEE NOTES) r IRK ENBCxxT SMEATXIH, BT GENERA EXTERIOR EXEC?SEBt FINISH BY GIHERS VIKUDv vlr'X—.-. PERIMETER CAULK B, orHEzs SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. , FLORIDA TITLE: FIN INSTALLA710N DETAIL DESIGNER FIXED WINDOW 1000. 1750. & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 mewl M I. ' K w — m YKAw 1— kr#. Ac,( M. It ', . "-. .1. . .M -n — - --.- CONCRETE OR SHIM AS RE'O'DMASONRYOPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE L vGOD BUCK CAULK BETvEEN PERIMETER WOOD BUCK B CAUL; BY MAS'Y. OPENING OTHERS BY OTHERS STUCCO By. OTHER O 10 INSTALLATION ANCHOR 3/16' DIA. TAPCDN INSTALLATION ANCHOR 4B SCREv (TYP. WHERE ONE BY WOOD TAP:DNS ARE NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SLIDING GLASS l DOOR FRAME JAMB r1/ 4' MAX. SHIM SPACE INSTALLATION ANCHOR B8 SCREW (tYP. WHERE } TAPCONS ARE NOT REO'D-) { SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS I ^ ID;}UR FRAME ' 1 S 111 7 1 ( I 31` r Em3EDMENt D A A G A u O 7 TEMPERED GLASS cTYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH j 1/A' MAX. SHIM SPACE 1 1/4' MIN. I — EMBEDMENT 1 / I DUE BY WOOD BUCK BY OTHERS CAULK BETWEEN c WOOD BUCK L MAS'Y. OPENING BY OTHERS Sr.'M AS REWD. cSLE NOTES) 4 INSTALLATION ANCHOR3/16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE L WOOD BUC. CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCCR 3/16' DIA. TAPCDN SLi D'NG CLASS COCK - HOOC STRIP CONCRETE OR MASONRY OPENING 0*.HERS 7HrCAULKBETWEEN WOOD BUCK C HAS'Y..OPENING BY OTHERS CAULK BETWEEN L C W0 BUCIK 1-1/4' MIN. EM.LDM N- 19 T T ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS aa4 S a` •. B.O.A f.7 YP.) RED GLASS SECTION B "ACTURER +AAW SLIDING GLASS DOOR e.r•. s r __ .,fJ INTERLOCK MASTER FELE S HOOK STRIP DETAIL 7 A I 1) DOOR MATERIAL, ALWONUM ALLOT 6063. 2) TAPCDN TYPE INSTALLATION ANCHORS MUST BE Of S1fFICICNt LENGTH TO ACHIEVE HIM. EnBCONGHt OF 1-1/4' INTO MASONRY OR CONCRETE. _ 3) ALTERNATE TAPCDN INSTALLATION ANCHORS FRONT TO BACK 1N ALL FRANC MEMBERS. ._. 4) tAPCQN ANCHOR CHART ON BACK OF THIS SHEET- S, USE SILICONIZCD ACRYLIC CAULK BEHIND DOOR FLANGC A? HEAD L JAHBS. 6> USE SiL1CONli[D ACRYLIC CAULK FOR PER:MCTER SEAL AROUND EXTERIOR Or DOOR. 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHARY. USE ANCHOR DUANTITT.LISTED WITH HCXTLARGERSIZE. FOR THE APPROPRIATC DCSIGM PRESSURE REED. B) FOR POCKET DOOR SIZES USC CLOSCST 11PASS DOOR SIZE L COWIGURATION i0 FINISHED OPENING. PLAHINES, IN FRONT 7 NHOOKSTR:P AS SHOW GLASSSS THICKNESSAMAIPPLIED VARY PER RESIGN TeoF OF ASYM E1300 GLASS CHARTSIO> ALL FACTOR? APPLIED HOLES NOT DCSiGMAYED FOR tAPCON ANGHER' SHOu,D BE FILLED VItM O8 SCREV= H B DF SUFFICIENT LENGTH 10 PROVIDE- MIN $' EMBCDMCNT 1N70 WOOD SUCK. IN DOOR UNIT 12 APPROVED USING TCNPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMS / SILL CORNERS ARE TO BE SEALED WITH A SMALL HINT SCAM SEALER. O) SHIN AS RED*& AT CA SET Or INSTALLATION ANCHORS. MAX. ALLCVAhC SKIM STACK TO. BE t/A'. . . I. ALL INSTALLATION ANCHORS MUST BC wY c OF CORR0.10" RESIST wctE4)ALS15) ALL X' REPRESENTS MOVING AMEL AMD '0' NCPRESENTS FIXED PANEL APPROVED , A CONSIGURATIONS ARE AS LISTED ON ANCHrA CHAPT ON BACK OF THIS SHEET 16) HOT ALL CONFIGURATIONS LISTED ABOVC ARE SHOVM ON THIS DR. -WING. MOVEVCR INSTALLATION EXTERIOR ELEVA-:ON SECTIONS 'A -A', 9-0C L NOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR S,.3WN CJ 17> INNSTALLSTALL AONE tAPCONIx EACH PAIR Or fAL'TIIRs APPLIED 1MSTALLA1ION. HOLES NAACSS NOTED DtHERvISE ONANCHORCHART. SEE BACK OF THIS SHEET. 1/) FLORIDAEXTRUDERS1000SERIESSLIDINGGLASSDOORISAOVHTHIS PR:NT ALSO APPLIES TO 2000 SERIES AND SOO SZRICS - - - — A J\ , ' REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY - - FLORIDA INT. INC. SANFOP.D' FL. CAULKING UNDER SILL INSTALLATION ANCHE? OR SETSILLINBEDTITLE: SLIDING GLASS DOOR OF CONCRETE 3/16' DIA. TAPCDN SECTION A - A INSTALLATION WITH TAPCONS DPAWN BY: 3B APPP.OVED BY: rig '.. G^ ' DATE:10/25/01 SCALE: NTS DWG #: FLEX002 L T:t •. _ A 1_1A 01 mml L APPLIEAlm cwor c RIH . I.C. LSO IKTC4MATID.AL AK . SVITE L50. H:ATH ROW. fL04::A. )L746. 407-OCS-034S rA 407-93-0366 SHIM AS RE'0'D INSTALLATION ANCHOR SEE NOTES) K8 SCREW SHEATHiNG By ETHERS CAULK BETWEEN DOOR FLANGE TWO 2r V000 L SHEATHING HY DINERS 1/A' MAX. I \ I r SHIM SPACE STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY DINERS 1-1/6' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS MP.) 01-- DOOR WIDTH /A' MAX. SHIM SPACE TWO By WOOD 1-1/8 MIN. By OTHERS EM3EDMENT SLIDING GLASS DOOR fJAM3 TEMPERED GLASS CTYP.) PERIMETER CAULK BY OTHERS DOOR Sri:? Pde HEIGHT SECTION B-B s, a /Dt uDERS - rsN SLIDING. GLASS. DOOR FRAME SILL A SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING SHEATHING BY OTHERS TEMPERED GLASS STUCCO (TYP.) OR SIDING By OTHERS SLIDING GLASS DOOR INSTALLATION ANCHOR R8 SCREV TWO BY VOOD By DINERS CAULK BETWEEN HOOK STRIP L SHEATHING SHEATHING — BY OTHERS L—STUCCO OR SIDING BY OTHERS 1-1/8' MIN. EMBEDMENT INTERLOCK - HOOK STRIP DETAIL 2, R9 INSTALLATION18'INSCREWS HUNT DE SVfIAT13M LENGTH 10 ACILL M NIN ENDEDHENT orFICIELEWOOD. TACHIEVE Hl INSTALLATI3N r 1-11RS AT SILL MUST IE O SIFCICICNTt[RLTH 10 ACNU[v[ MIK [MDU1NfN' DC 1-1/s• INTO WSONIRr OR [DEREtC--- 3) INSTALLATION ANCHOR CHART ON DACK DF THIS SWEET. - A7USESILICONACRYLI[ CA{;R DEHIND DOOR FLANGE AT HEAD L 3AHDS. 3> USE SILICONIZCD ACRYLIC CAULK FOR PERIMETCR SEAL AR'JINDEXTERIOR DF DOOR. 6> If EXACT DOOR SIZE IS HOT LISTED IN ANCHOR CNAR7, USE ANCHOR OUANTITY LISTED WITHNEXT LARGER SIIC. FOR iNE APPROPRIATC DESIGN RCSAIK REO'D-'_._..._ 71 FORPOCKETDOORSIZESUSE. CLOSEST STPASS WER S1Z. L CONf1GURiLttON Tp CDRSRCD O'£NING PLACE INSTALLATIONANCHORS. IN fRONT or NCOK STRIP AS SHOWN. b GLASSTHICKNESSMyVARYPERREOUIRCH£NTS W ASTH C13W CLASS CHARTS ' SR .DOORWITISAPPROVEDUSINGTENPCRELGLASSINSINGLCGLAZEDORINSULATINGGLASS1W j" m /SILL CORNCRS An TO DE SCALED Wit" A PALL -IOINT SEAM SEALCR. "- III SHINASREO'D. AT EA. SCT OC INSTALLATION AN;HORS. MAX. ALLOVADLE SHIM SACK TO RE 1/4•. 121 ALLINSTALLATIONANCN:RS MUST SC HAD[ OC []RROSIOM RESISTANT MATERIALS . t3> WHERC •a• RCPRESENTS HjV2NG PANEL AND jr REPRESCN'$fFIXED PANEL APPROVEDCO IGVRAT10NS AREASLISTCDDNANCHORCHARTONSACKOrTHISSHEET. 1 EXTERIOR ELEVATION 1A) HOT ALL COWIGURATIONS LISTED ABOVE ARC SOWN ON ?HIS DRAPING. HOWEVER INSTALLATION EMBEDMENT SECTIONS •A - A•, 84 L NOOK STRIP DETAIL A a T TOINSTALLATIONOr ALL APPROVED P G CLDRIDItAT1ONi . A ° 1 1/ A' MIN. 2 PANEL -DOOR SHOWN HR M S IES AND IOW SERIES SLIDING GLA:S ODOR IS SHOWIa tHli PRINT ALSO APPLIES TO 2000 SERIES ANDSWSERIES - LIBERALLY APPLY CAULKi,% G UNDER SILL .. OR SET SILL IN BED INSTALLATION ANCHOR OF CON^BETE 3/16- D.A. TAPCON. SECTION- A -A F 12002 J DESCRIPTION I DATE INI F L[IR I D A f EXTRUDERS SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS` DRAWN BY. 3B APPROVED BY: ATE: 12/17/01 ! SCALE: NTS DWG /:LEX0027 SHT 1 OF MrAWO I, PRDDWCT L APILICAIIDN ENGENEERWG. DC 212 INICRAATIo_ PKWT. SglE L7R. NC.TmeDW, fLOR:DA. 227A6. A07•1103-0163 fAX-67•995-03K 1000 P.W DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS IX2X1/B TUBE MULLION SEALANT BETWEEN VINDOv FLANGES- L MULLION SEALANT BETVEEN- LMUULLIONmwvFLANC£S Q\ B8 X 3/4 SELF 1000 S.Fi TAPPING SMS HEAD (TYPJ vtNDOvTFLANGESN SECTION A —A (1) L MULLION 1000 P.VJDESIGNER SILL (TYPJ B8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 I-Ify1 TTUBE MULLION SEALANT I VINDOV Ft L MULLION 88 X 3/4 SELF 1DDO S!i TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) VINDOV FLANGES L MULLION 1000 PV/DESIGNER SILL (TYPJ FLANC L MLIJON 8 X 3/4 SELF TAPPING SMS 1 1 1 TUBE MILLION t8 x 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A (5) 1000 P.VJDESIGNER SILL (TYPJ S X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION 18 X 3/4 SELF 1DOD S.K TAPPING SMS HEAD (TYPJ SECTION A —A (2) 1000 P.WJDESIGNER SILL (TYPJ 116 X 3/4 SELF TAPPING SMS 1 X27/16X TUBE MULLION SEALANT BETWEEN VINDOV FLANGE - L MULLION APPLIES TO HEAD & SILL WHERE i" X 4' AUXILIARY P& 2' X 4' TUBE MULLIONS ARE USED LATE AI 6Qt ADDrrMMAL AMCNORS. V)iN REQUIRED) 0 SHEATHING 1p 0 _0 INSTALLATION ANCHOR 08 WOOD LLI. mom I SCREW (TYPJ Q EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 1000 P.VJDESIGNER SILL (TYPJ R8 X 3/4 SELF TAPPING SMS T2X4X3/8 TUBE MULLION N8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ TA X 3/4 SELF TAPPING SMS SECTION A —A (4) 1000 sit HEAD (TYPJ 1000 P.V./DESIGNER SILL (TYPJ SECTION A —A (7) 08 X 3/4 SELF » DATAPPINGSMSIFjj, TVX4X3/9 I+ TUBE MULLIt I' ,L Tow. t+, UFko _ VD 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (6) DETAIL t, MULLION MEN APPLIES TO MEAD & SNLL WHERE I' X 2' DETh I- X 2 7/16- TUBE MULLIONS ARE USED AI 1Mv ALLATION ANCHOR OOD SCREW a CLIP L1 1/8' MIN. EMBEDMENT CMDEDMENT 1 1/9, mix F_o r— A FLORIDA EXTRUDERS uslNoRT, DRNA nTLE: SER. 1000/1500 FIN SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES RAWN BY: MSH APPROVED BY: ATE: 2/6/02 SCALE: NTS DWG.: 1HMFINTR FLORIDA EXTRUDERS uslNoRT, DRNA nTLE:SER. 1000/1500 FIN SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES RAWN BY: MSH APPROVED BY: ATE:2/ 6/02 SCALE: NTS DWG.: 1HMFINTR SEALANT BETWEEN 1000 P.V./DESIGNER TYPICAL MULLION TO CONCRITE 0.1RM8 WINDOW FLANGES ( APPLIES TO JAMB WHERE 1' X 4' Q1. MULLION r1000 P.V./DESIGNER DETAIL SILL CTYP.) k 2' X 4' TUBE MUWONS ARE USED) 1 SILL (TYP.) rJ N8 X 3/4 SELFR8X3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA. I X 2 X 1/8 1 X 2 X 3/8 TAPCON SCREW ANCHOR (TYP-) TUBE MULLION TUBE MULLION SEALANT BETWEEN , EXTERNAL MULLION ONE BY WOOD INSTALLATION CLIP LWINDOWULL FLANGES (..lc.WRAL FLOMA B.O.A.F. eua( BY OTHERStMULLION •Q ._. MANUAC NAM: - LoRiD,t rRU S ' N8 X 3/4 SELF X 3/4 SELF MAS'TE i FM # NUILION 1000 S.K TAPPING SMS 1000 S.HTAPPING PPINGSMS HEAD ( TYP.) HEAD (TYP.) SEALANT BETWEEN SECTION A —A (2) WINDOWFLANGESSECTIONA —A (1) . L MULLION 1000 P.V./DESIGNER 1000 P.V./DESIGNER rSOLO P.V./DESIGNER SILL (TYPJ SILL ( TYPJ I SILL CTYPJ Q 8 X 3/4 SELF / p8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS 1X27/ L6X1/8 2.X4X3/8 TUBE MULLION TUBE MULLION 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETVEEN WINDOW FLANGES' L MILLION R8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOWFLANGESt MULLION 1000 rP.W./DESIGNER SEALANT BETWEEN SILL ( TYPJ WINDOW FLANGES• I N8 X 3/4 SELF 16 MULLION. TAPPING SMS 1 X 4 X 1/8 r'—' tnn r TUBE MULLION SEALANT BETWEEN WINDOW FLANGE 16 MULLION f8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SECTION _ A —A W 1000 P.W./DESIGNER SILL ( TYP.) N8 X 3/4 SELF TAPPING SMS/-I X 4 X 3/8 r--- jcjrjj TUBE MULLION d K8 X 3/4 SELF ° \-08 X 3/4 SELF TAPPING SMS 1000S.H. TAPPING SMS 1000 S.H. HEAD ( TYP.) HEAD (TYP.) SECTION A —A (5) SECTION -A—A (6) N18 X 3/4 SELF TAPPING SMS 1000 Sit HEAD CTYPJ SECTION A —A (7) 18 2tCU2 FLEVAPON VIEWED FROM EXTERIOR FLORIDA EXTRUDERS AnORD,, TLORMA riz: SER. 1000/1500 FLANGE SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES - DRAeN BY: MSH JAPPROVED BY: DA / 6/0/6/02 SCALs:NTS Dec•. I1HMfLGTR 9 1000r P.V DESIGNER SILL .(TYP.) II 08 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES— L MULLION SEALANT BETWEEN- Y --. R8 X 3/4 SELFWINDOWFLANGES L MULLION 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANTT LANGESNVL4DOV SECTION A —A (1) L MULLION r1000 P.WJDESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS IX27/16X1/8 I ---- Inn/ TUBE MULLION I SEALANT BETWEEN viNDOv FLANGES - JI L MULLION 28 X 3/4 SELF 1000 S.FL TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) VINDOV FLANGES L MULLION r 1000 P.V./DESIGNER SEALANT BETWEENWINDOWFLANGESJSILL (TYP.) L MULLION H8 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION 08 X 3/4 SELF 1000 SJt- TAPPING SMS HEAD (TYP.) SECTION A —A (5) 1000 P.W DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS Ix2x3/I TUBE MULLII TWO BY WOOD 118 x 3/4 SE BUCK BY OTHERS 1000 SA TAPPING SMS h ' IMA ` • HEAD (TYP.) MANU AICTURFE NAMSECTIONA —A (2)p11(¢ 1000r P.V./DESIGNER ` J SILL (TYP.) r D8 X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS SILL (TYP.) 1X27/16X38 TUBE MULLION #8 X 3/4 SELF TAPPING SMS 2 x 4 X'3/8 TUBE MULLION: A APPLIES TO HEAD do SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP) EXTERNAL MULLION INSTALLATION CLIP MULLION I>FI lL1 r— A 1 L— A 1 1/8, MIN FT FVAT4IN SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE L MLLLION DETAIL B . APPLIES TO HEAD h S1LL NMERE 1' X 2' k I' X 2 7/16- TUBE MULLIONSARE USED 18 x 3/4 SELFV] I 1000 S.Fi TAPPING SMS HEAD (TYP.) SECTION A —A (4) INSTALLATIONANouDt @8 WOOD ScRSG2EV cTrP-) 1000 P.W DESIGNER HORIL CLIP SILL (TYP.) TAPPING 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 x 3/8 —1000 S.M. SECTION A —A (7) I vs* MIN TUBE MULLION HEAD (TYP.) EMBEDMENT FLORIDA EXTRUDERS INTERxA SANFORD, FLORIDALORAINC FL z TT :SER. 1000/1.500 FIN SHEET 1 OF 2 t' TNIN'HORIZONTAL MULLION SECTIONS T. IS(l i : SEE OTHER SIDE (SHEET 2 OF 2) FOR 11e x 3/4 SELF = DESIGN PRESSURE CAPACITIES TAPPING SMS HEADS(TYPJ HA ,; BY: M S H APPROVED BY: SECTION A —A (6) DATE:2/6/02 SCALE: NTS DWG.: 1 HMF INTW 8 SEALANT 3E7`, EEl'i V :!/ZOV FL.ANCiES L mu* L!:'.'N TY,P ) xS X 3/4 SELF TAPPING SMS r:x2X1/? T wjL_IGN SEA' ANT1 V:N lL C! A,C7Ls MJKLiGN k6 X 3/4 SELF PING SMS f AAIvT ecTtJ h._n ,• _ ANGEs S= 0 ,1T 0NA —A (1 f- ICC- P.W./"ES:c.NERSILL ( TYP.) I Ile X 3/4 SELF TAPPING SMS i X 2 7/i6 X i/c r"— UL1 / TUBE MULLION SEALANT 3ETvEEN VL4 uV R•:GES- L N(S LICNt- K9 X 3/A SELF 1000 S.K i APPINGSNS HEAD ( TYP.) SEALANT 2ETVEEM S_CTION A -A. (3) vINLCVFLANGESL MULLICIN t- 1DG0 ?.`.'./D!.S:uNERSEALANT BE"Jc-:% I SELL CTYP.) V!NM4 FLAN[$S i rS x 3/4 SELF L MULLMN I 1 TAPPING SIMS 1 X a X 1/S + P :./ '_ESIGNER '•' P!CAL MULLION TO CONCRETE O ,:AkJB r : ;{' (APPLIES TO :AAA? WHERE I' X a' i S. LL (TYP) I k Y X L' it:EE MULUONS A.YE USED) Q II j I :_ Y 3 a S"LF 1 I TAPPiN, SNSICONCRETECORMASONRY BYy DTHERS i P 3/ G ! 1 L3_ R___ tN 1 I 1 1 LvE Ef UNTRAL FLO A B.O.A.F. 1..zu < OTHERS Q ,' I MANUFACT NAME: Ps X 3/4 SE' _ LpRlD9 V I ! 1 c STARPI: NG SMS LIiON 'A — A. (2 PA.VBESICNER 12C9 C.'.(/=ESIC•NER S(`' GYP) 1 NS'A,LATiC: A ANCh'uR ?/!c' L'A. TA S=iZZ S/ AN.^.=3 i' (''.'E X-nNAL MuLLIGti 11STALLA'in.N CLIP SILL (TYP.) I Q ! 1 C X3/L SCI : TAPP:NG S% S TUPE MULLIG>; X P 7/ I6 X 3/2WIF I z6 X 3/4 SELF A'PING SNS c X 4 X 3/8 tt r.j 1 I !/a• MIN. CBE >fUxLL' +'^ I EMBEZKE T SEALANT SFTVEEN VIN301.' FLA%GE - L ML•^...!0N ie X 3/ 4 SELF CGL S, TAFPIti3 $ MS HEAD (TYP.) SECTION A —A ( a; I -!COO F. V./DESIGNER TYP.) k2 X 3/ 4 SELF TAPPING SMS r l X A X 3/9 I Y9 X 3/ 4 SELF '\ ` !8 X 3/1 SELF Ipeo SR Sm - TAPPING S. M.-- 0GC s.i. HcA-n (TYP.) HEAD -,YP.) ccCT!0N A -- A (,; cr'CTiQN A_&, Sr-1 xe X 3/ 4 SELF TAPPING SMS HEAD - YP.) SECTION A —A f7) Olt F E B 1520-32 ncT.AP_ B NULLii N D FVATiO VIEWED FROM EXTERIOR IFLORIDA EXTRUDERS SANFO D, FLORIDA INC SANFORD, FLORIDA lT . E: SEP. 1000/ i 5O0 FLANGE _SHEET I GF F II T41IN HC,' Z0NTAL MULLION SECTIDNS I S=L. C t ^.LrG S: DE SHEET 2 OF C) r CR 1 DESI&q PRESSURE CAPACITIES DRAWN BY: MSu APPROVED BY: DATE:2/4/:' SCALE: P TS DWG.: 'HMFL jTW 7 1000 P.V DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT BETWEEN Y — r8 X 3/4 SELF L WINDOW FLANGES 1000 S.H. TAPPING SMS HEAD, (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) - t MULLION 1000r P.V DESIGNER SILL (TYPJ OB X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES— L MULLION B'X 3/4 SELF 1000 S3L .TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLIDN 1000 P.V DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES L MILLION 3/4 SELF NG SMSU / TUBE MULLION 08 X 3/4 SELF 1606 Sk TAPPING SMS HEAD (TYP.) . SECTION`A-A (5) 1000 P.W./DESIGNER AUXILIARY PLATE SILL (TYP.) tFOR ADDrIENAL ANCHORS. WEN REOIIIRED) .. O k8 X 3/4 SELF TAPPING SMS Fm O_ O iX2X3/B TUBE MULLION NI).. 0 CENTRAL FORMA R.O.A, " BY WOOD r8 X 3/4 SELF CK BY OTHER 1000 S.H. TAPPING SMS aNU, ACTLMER( N HEAD (TYP.) FOR/P4 Pilf SECTION A . A (2) -T 1000 P.V./DESIGNER MASTER ME SILL (TYPJ 8 X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS SILL (TYP.> 1 X 2 7/16 X 3/8 TUBE MULLION 48 X 3/4 SELF TAPPING SMS 11Y TUBE MULION SEALANT BETWEEN WINDOW FLANGE - L MULLION 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.V./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 lf1TTI / TUBE MULLION Ui \_08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A f 6) APPLIES TO HEAD & SILL WHERE 1' X 4' 2* X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 118 WOOD SCREW (TYP.) EXTERNAL MULLION - INSTALLATION CLIP MULLION — DETAIL Z— r-- A —_ t_ A 1 1 1/8' MIN. EMBEDMENT ELEVA7110 VIEWED FROM EXTERIOR DETAIL B APPUES TO HEAD h SILL WHERE I' X 2' t Ix 2 7/16' TUBE AIUU.XINSARE USED SNu++ mc— STALLATUN ANCHOR VOOD SCREW TYP. HORIL CLIP LIB X 3/4 SELF TAPPING SMS I 1000 S.H. SECTION A -A (7) I TYP.)------ III 11/8' MO( HEAD (TYP fNBEDHENT FLORIDA EXTRUDERS wERNAnONAL, .D c SANFORD, FLORMA ME.- SER. 1000/ 1500 FIN SHEET 1 OF . 2 T a- 'r HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES EgYa i DRAWN BY: MSH APPROVED BY: DATE: 2/6/02 SCALE: NTS DWG.: 1 HMF I N C 000 F.V./$ESIGrrER S'l_L (TYP.) re x ?/4 SELr TAPPING SMS p`+; FL.a GES- L M::L-iN 1 SEALANT B-TWEE14J N"u' FLANGES X ;f/` S_• VI L MJLLCY. .00 S.r TA?FIN_ SMS SEALA..T EETvEE', WINDOW FLANGES SECTION A -A (? i L µJLLiii COO P.V./DESIGNER r SILL (TYP.) e X 3/4 SELF TAPPING SHIS X27/15XI/e t{IM , TJBE M LION SEALANT BETVEEN W!NuW FLANGES- MULLION 09 X 3/4 SELF IOOG S.M. TAPPING SMS HEAD (TYPJ SEALANT PETVEEN SrCTi0N A -.A Q WINDOW FLBNCES L MULLION r— !C00 P.V./DESIGNER SEALA.N? BETVEEN f SILL (TYPJ WINDOW FLANGES r 06 X 3/1 SELF L M.LLLION TAPPiNG SMS Ix4xt/e i iAl-1 / IUL;L MULL(I.IN o 08 X 3/4 SELF TAPPING SMSice, S `L HEAD :TYP.) SECTiO r i TYPICAL MULLION TO CONCa'= 0 JAM9 r S:_L t Yr., ; E 2- X 4 7U9_ VULUONS A°_ is I —*A X 3/e SEI.r Q i TAP?:NC SMS I CONCRETE OR MP.SuItiRYBYBYQT:'=RS I I By 5" OTHER. i CENTRAL . FLORA B.O.A.F. :` I TAPPIN=- SMS h1ANUFACTURER NAME: HEAD tTf 4,DPA FX`>-RyDERS AiP.i ' SE CT!Q'N A -A (2) WST FILVE S: LL (TYP.) r° X =/4 SELF _ TAPP: Nti SMS I iX27/15 X 3/8 1 SILLTYP.) TuB= MULLION 1: 2 X V4 S£LF TAPPING SMS SEALANT BETVEEN r^. N90V -LANCE - L a x 3/4 SEL 1000 S.W TAPPING SMS HEAD ( TYP.) S'= CTM A -A '4i e N— Yr. X 3/4 S_a r CCC S HaAD pC- TAII -- iNS' A:I ATM`. ANCHCA 3/:5' :A. TA=' G.NS_2:V EXTERNAL MA.L:JN INSTA;,. ATw•N CLIP I 1 I-+— 1 1/4' M.N. EM= EDP' --- NT 2 X 4 X 3/8 TUBE MULLION DTAq X.3/ 4 SEL% TAPPING SMS X S. H. SECTICN A -A. (7) w,L: lON ELEV.4TiON AEWECFROM EXTERIOR FLORIDA EXTRUDERSINTERNATIONAL, xDF RmnTnu: SER. 1040/' 700 Ei ANG_ SHEET 1OF c Zn,rAnk; SE`' T [INS HunR ir ON' , lL. SH i; T _7 R S . 'J_ J 7LL c uE 2: UR DESIGN' PRESSuR-7 CAPACITIES DRAWN BY: N;SH APPROVED BY: 5 2002 SCALE: N T S DWG.: 1 HyF l_CI S 1000 S.H. I X 2 X 1/8 1000 S.H. -1 JAMB (TYP.) TUBE MULLION JAMB <TYP.) M8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME t MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) 1 X 2 7/16 X 1/8 1000 S.H. -1TUBE MULLION 1000 S.M. JAMB (TYP.)'--4JAMB (TYP.) 1000 SA: JAMB (TYP.) 08 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME L MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X4X1/8 TUBE MULLION 1000 S.H. JAMB CTYP.) M8 X 1/2 SELF TAPPING SMS LSEALANT BETWEENWINDOWFRAME L MILLION N8 X 1-1/2 SELF TAPPING SMS SECTION A —A (5) 1X2X3/8 TUBE MULLION L f18 X 1/2 SELF 1 1/8' MIN. TAPPING SMS EMBEDMENT 2X 4X3/8— SEALANT BETWEEN TUBE MULLION . WINDOW FRAME L MULLION 1tB X 2 SELF TAPPING SMS SECTION A —A (2)- 1000 S.M. 1 X 2 7/16 X 3/8 JAMB (TYP.) l TUBE MULLION 1 08 X 1/2 SELF TAPPING SMS SEALANT BETWEEN TAX 1-1/2 j— WINDOW FRAME TAPPING SMS L MULLION N8 X 1-1/2 SELF TAPPING SMS SECTION A —A (44) TWO BY WOOD BUCK BY OTHERS DETAIL C SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW (TYPE EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1" X 2" 1' X 2 7/16- TUBE MULLIONS ARE USED 08 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL 08 WOOD SCREW L TYP.) IT SILL CLIP SEALANT BETWEEN WINDOW FLANGES MULLION 1 1/8' MDyaEMBEDMENT SECTION A —A (7) r DETAIL C vmD raA rr+c TUBE MULLION l .a• . 08 X 1/2 SELF TAPPING SMS L SEALANT BETWEENWINDOWFRAME L MULLION 8 X, 1-1/2 SELF TAPPING SMS SECTION A —A (6) AUXILIARY PLATE FOR ADDITIONAL ANCHORS, WHEN REQUIRED) O M8 SELF TAPPING \/ SMS (TYP.) ` DETAIL B MULLION ELEVATION (DVIEWEDFROMEXTERIOR FLORIDA EXTRUDERS S`ANoD, or A TI't : SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS 13 2e0Y SEE OTHER SIDE ( SHEET 2-OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 SCALE:NTS DWG.: 1VMFIN iy 0 INC S N `' i x C X ii _ : S.H. JAMi: 'TY?.) y 1-4EE MUL_cus jAv- (TYF.) tE x 1/2 SELF TA=l=:NG SNS SEALANT, B:%IWcEN d NUL-MN SELF TAPPIN3 S.y S r.CTIQ A -A. r•: E- E 7/.6 x :/a TLHE MULLMN 1G30 S.H. s x 1/2 SELF TAFPN- SMS L SEALANT BETWEENVINMVFLANGES i MILL ICN s8 x 1-1/2 SELF TAPPING SMS SEQ110N A -A "S1 j'1x4x1/6 TU2E MULLICIN X2X3/8 TL'== ML _ICN ta x 1/2 SELF 77TAPPING SyS 7n SEALAr'. 3ETYE=\ iON' A -A i L r 1 X : %/lE Y. 3/i 19CJ 5.. TVE-: M!7_LION JAMB C TYP3 tS x 1/2 SELF TAFPING SMS GNE By WOOD__ L 3,-;CK BYO HERS j1 1/4' MIN, a EMBELMEN7, 1 4 I ' hILU1M.•J'_L j AS X 1/2 SELF TAPPING SMS 88 X !-1/2 SELF-1 SEALANT PE V_EN SEALANT a_TVEE4 TAPPI tG SMS W!NIl^_V FLANGESIS VIN;)GV FLANGES L KILLION d MULL MN ` _ r•Tl42x ! /2 SELF s'sS Q A-fi 7 TAPPING 'SMS TIETAIL C c.CTIvN A -A i4 i I ) x 4 X 3/6 A+, -- TUBE MULLIC., .o• -- T Ln 1:0D S H. I'o S.H. c,ry+'k'` JiUI JAMB (Ty?.) 1 JA1+3 (;yP.) ae x 1/2 SELF re x 1/2 SELF TAPPING SMS j TA PiKG SMS SEALANT BETWEEN \ - SEAL ANT-zETvr-EN Y1ND^_W ANG S \ V(ND7Y FL4NCESR d "ULLMN 1 a Mc;L:.raNL— ue X :-!/2 SELF x8 X 1-1/2 SE:E TAPPING SMS _ TAPPING ISMS C: CTiON L+—a DETAi' C C:INCRE'E = M,AS=hRY gY GTHEKS_. 41. C. :4S7AL:S`I=N A1:H t 3/!E' Z A i' R%AL MJLLi9N ENc _ • _•N CL: P.L ML _iGti 10 CONtrtG 6 -i ACr;:.-uEs -J i4EAD & SILL WHERE 1' x A Rlr n-A! I r- INSTALATICN ANCFIL+R 3r_6' MA. TAFCC-NiSCREVANCHOR ;TYF.) S.L• C_iP Q i 1 1/e• PAN.- EM3EuMcNT v 7 IFR=CAST SILL By ETHERS L!.!X: !cRY P; Ti r'ID.'TICS&L ANCHORS, WHEN REJ:IRED) O r El SMS CTYPJ - Drlai:_ F I O I ELc-V.4T;v^ I i VIEWED CROr1 EXTERIOR FLORIDA EXTRUDERS.INTERNATIONAL,NRDDIDA TrrLE: SER. i 000/ 1 --"U. FLANGE SHEET 1 0F c Sc_ E i .THER S I DE (SHEET % 'O i_) F LR H_ Si,N PRESSURE CAPACITIES.- DRAWN BY: M.S APPROVED BY: FEB151-1DATE: 2/1 /02SCALE:'dTS DWG.: 1 V.M,,= LC- Do cc S.r /'"1 X c X I/e 1c" S.h.- Jgya .7Y?: i) LY TUBE M::: N _AKi .T Y C SE T A,` r Ix2x3/e ct5 MULLION x8 X 1/2 SELF 2 x. a x :/6 BE NurV :AtiueS "' ..... J t-LA`F:aS -. •• rtC A -1/2 S=_ C c=CT'JN A -A (1) s=cT'ci` —A (2.1 X27/1EXV13 x27/1EX3/E TUB. M:ILL:E:f u S K - - BE !"JL: _N - I10' S .-1 / Wn r T / SEALANT 3:T.NC S p8 X 1-1/2 SELF ! JR.. C. YP.: I ( 1' I V:KeCv FLAMES SECT:QN F- "7) JAMS C rr ' k8 X 1/2 SELF TAPPING SMS SEALANT BETVEEN\ SEALANT BETWEEN \ WINDOW FLANGES iNZOW FLANGES L MJLLIDN L !..LLION7 X l-t /7. S•L - TAPPING SMS SECT! A- I X a X I/E '• TUBE MULLION IOQO S.H. 1CLr S.'. TYC'.. Jena ..rvc 1 I a6X1/2 SELF TAPPING SMS SEALANT BETWEEN j SEALANT. BETWEEN \ VINCO' FLANGES VIti9"V FLAti ES L MULLION & Mu 15N. .. 48 X 1-1/2 SE F SSCT! 0iv F.i r /- TAPPING S"S SECT ^'C1Ai f•-A (: ) Mn X 1/2 SELF APPINI SMS TYPICAL VcR3CAL TO HCRlC..iAL VULLION TO ML;LUCN 1 I ISc. 1 S% S '_X OR =X MJLL ,TYP.) CC• cln -u r_/ ISPL DIA. iAP=N S_ QEV A'N _Q LTYP.1 Si: L .._.. .. 1 !/ a' NL'1 Q EM=aDMENT iECASi S:y 3Y OTHERS jCF: 2 AJ.*.7TIONAL ANCAUNS• WHEN FEQJLREC I Li IDA EXTRUDERS INTERNATIONALNFFORDD, F RIIDDA Z 1000/ 1500 FLANGE SHEET 1 OF-2 T I CAL MUI-L T.N INTO HOR I ZONTA_ L OTHER S I DE ( SHEET 2 r 2) G-R SIGNPRESSURE CAPACITIES FGP, 15 AU. 1DRAWN BY: MSHH I APPROVED BY: IDATE:2/ 6/ 2 ISCALE: N i S DWG.: 1 Vt,',HMt LG 3/ SEALANT BETVEEN APPLIES TO HEAD & SILL WHERE 1' X 4' WINDOW FLANGES AUXILIARY P14 AI & 2' X 4' TUBE MULLIONS ARE USED L MULLION I 2000 P.V./DESIGNER 2000 P.V./DESIGNER soa A21)MONAL ANCH10". VIC? REQUIRED) SILL (TYP.) SILL (TYP.) O R8 X 3/4 SELF 08 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SMS I x 2 7/16 x 1/8 i x 2 7/16 X 3/8 O _O TUBE MULLION TUBE MULLION INSTALLATION ANCHOR 08 WOOD SCREW (TYP.) SEALANT BETWEEN OWINDOWFLANGES L MULLION EXTERNAL MULLION INSTALLATION CLIPTWOBYVDOD BUCK BY OTHERS R8 X 3/4 SELF ` M8 X 3/4 SELF 1000 S.M. TAPPING SMS 1000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) 2000 P.V./DESIGNER SECTION A —A (1) SECTION A —A (2) SILL (TYP.) 88 X 3/4 SELF TAPPING SMS T2 X 4 X 3/8 TUBE MULLION SEALANT WINDOWFLANC r L MULLION pRiO uD S SEALANT BETWEEN SEALANT BETWEEN 118 x 3/4 SELF TAPPING SMS WINDOWFLANGESWINDOWFLANGESL MULLION L MULLION 1000 S.M. 2D00 P.V./DESIGNER SILL ( TYP.) 2OD0 RV./DESIGNER SILL ( TYP.) HEAD (TYP.) R8 X 3/4 SELF TAPPING SMS i x4X1/8 TUBE MULLION N8 X 3/4 SELF TAPPING SMS SECTION A —A (S) 1 x 4X3/6 TUBE MULLION D8 X 3/4. SELF N8 X 3/4 SELF 1000 SA 1000 SMS 1000 SH TAPPING SMS HEAD ( TYP.) MEAD (TYP.) SECTION A —A Q SECTION A —A (4) L MULLION APPLIES TO HEAD k SILL WHERE I' X 2' t I- x 2 7/16- TUBE MULLIONS ARE USED AI scmmc INSTALLATIONANCHOR 68 WOOD SCREW T7P) NORLL CLID L1 1/8' MIN. I I EMBEDMENT I I EMBEDMENT DE7AD— G, i FLORIDA EXTRUDERS mRPX° I RMA MMSER. 2000 FIN SHEET I OF 2 fill I'Id HORIZONTAL MULLION SECTIONS TRIPiF - _- SEE OTHER SIDE (SHEET 2 OF'2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE: 2/6/02 I SCALE: NTS DWG.: 2HMF INTR 30 TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE i' X 4' DETAIL do 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.V./DESIGNER 2000 P.V./DESIGNER r SILL (TYP.) SILL (TYPJ CONCRETE OR MASONRY I M8 X 3/4 SELF 08 X 3/4 SELF BY OTHERS TAPPING SMS TAPPING SMS i X 2/16 X 1/8 I X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DL4 TUBE MULLION TUBE MULLION TAPcON SCREv ANCHaR cTYPJ ONE BY VOOD EXTERNAL: MULLION INSTALLATION CLIP SEALANT BETWEEN SEALANT BETWEEN BUCK BY OTHERS WIND13V FLANGES '/iNDOV FLANGES ,v ' L MULLION i MULLION .. . MULLION 2000 P.V./DESIGNER L8 X 3/4 SELF M8 X 3/4 SELF SILL (TYP.) 2000 SJ{ TAPPING SMS P040 S.H. TAPPING SMS HEAD (TYPJ HEAD (TYPJ N8 X 3/4 SELF — SECTION A —A (1) SECTION A —A (2) `TAPPING SMS zx4x3/e Q ( TUBE MULLION CENTFCAL binca+ `.'— A Lam' coRly R SEALANT BETVEEN VINDOV FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ it8 X 3/4 SELF TAPPING SMS T1X4 XI/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGE L MULLION r' M8 X 3/4 SELF TAPPING SMS 2000 S.H._ 2000 P.V./DESIGNER HEAD (TYPJ SILL.(TYPJ SECTION A —A' (5) 9 X 3/4 SELF TAPPING SMS 1X4X3/8 TUBE MULLION ELEVATION SEALANT VINDOV FLANGES JLMILLION - 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 2000 SA SMS 2600 S.H. HEAD (TYPJ HEAD (TYPJ SECTION A -A (3) SECTION A —A (4) 1 1 1/4' MIN. EMBEDMENT r--- A A VIEWED FROM EXTERIOR FLORIDA -:'EXTRUDERS oRD°FLORIDA ME: SER. _;.2000:!.FLANGE ' SHEET- 1 ;F 2 TRIPLE HORIZONTAL MUL.LION_,SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN`PRESSURE--CAPACITIES... 18 $1Q02 DRATrx BY: MSHI APPROVED: BY: DATE:2/6/02-- - SCAI.E:NTS--- DWG.;--2HMFL-GTR---- _. 2111 51 1 X 2 7/16 X 1/8 2000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) LTUBE MULLION JAMB CTYP.) TUBE MULLION N8 X 1/2 SELF t8 X 1/2 SELF TAPPING SMS TAPPING SMS 2X4.X3/8 TUBE MULLION DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULUON TO MULLION INSTALLATM INTERNAL CLIP 1X OR 2X MULL SEALANT BETWEEN . SEALANT BETWEEN #8 X 1-1/2 SELF 2000 S.H. I WINDOW FLANGES WINDX 1-1/2 SELF IOOW FLANGES. TAPPING'SMS JAMB (TYP.) —j F.--- 1X OR 2X MULL D7N # 88 L'MULLL-MULLN. - .. TAPPING SMS DETAIL N8 X 1/2 SELF SECTION A — A (1) SECTION A —A (2) TAPPING sns rm6' BLAIL DAPS SCREV ANCHOR ( TYP.) 1 X 4 X 3/8 4mt SILL CLIP I I' TUBE MULLION r- ` TUBE MULLION a- 2000 S. H. 2000 S.H. JAMB (TYPJ JAMB CTYPJ i 88 X 1/2 SELF TAPPING SMS SEALANT BETWEEN - t8 X 1-1/2 SELF _ 1 1/4' MIR WINDOW FLANGES TAPPING SMS Q EMBEDMENT SECTION A — A '(5) PRECAST SD L HT OTHERS AUXILIARY -PLATE 8 X 1/2 SELF TAPPING SMS TOR ADDITIONAL ANCHORS, WHEN REQUIRED) 11MAIL-Al6SEALANT BETWEEN # 8 X 1-1/2 SELF - - - WSE i BETWEENWINDOW FLANGES TAPPING SMS F. t MULLION M8 X 1-1/2 SELF t MULLION A A MULLION NAPPING SMS SECTION A — A. (3) SECTION A —A (4) t8 SELF TAPPING -\ SMS CTYP. - DFTATLI ELEVATION VIEWEDFROM EXTERIOR INTERNATIONAL, INC FLORIDA EXTRUDERS -smFoRn, -FLORIDA TITLE:SER. 2000 FLANGE SHEET -'1`-OF 2 VERTICAL MULLION INTO HORIZONTAL•-' SEE OTHER SIDE (SHEET--2-.OF 2) FOR,: DESIGN PRESSURE CAPACITIES ;= 18 z, 28C-2 DRAWNBY: JBH I APMOVO BY DATE:2/ 2/02 . SCALE: NTS... Dire.:;:, 2VMHMFLG _ CEO,JER c s. AUXILIARY PLATE lUl. . TOR ADDITIONAL NC =. VNEN REOUMO) M.ANUFACTU EA Nam' Go/P/DA fXTRUP — i5'E'f..3 1F3 # 7 0 0 SEALANT BErvEEN - - VINDOV FLANGES t MULLION FLION2000P.V./DESIGNER 2000 P.V./DESIGNER SILL ITYP.) SILL (TYP.) 0 118 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHER IX27/16X1/8 1X27/16X3/8 TUBE MULLION TUBE MULLION SEALANT _HETVEEN N8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGES L.MULLION L MULLION 2000 P.V./DESIGNER SILL (TYP.) j NB X 3/4 SELFTAPPINGSMS 1X4X1/B TUBE MULLION N8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A —A (3) APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 2000 P.V./DESIGNER DETAIL [- r- A SILL (TYP.) I N8 X 3/4 SELF L_ A / 1000 S.H. TAPPING SMS N8 X 3/4 SELF HEAD (TYP.) TAPPING SMS 2X4X3/8 _ SECTION A —A (Z) TUBE MULLION 1 1/8' MIN EMBEDMEN VIEWED FROMSEALANTHETVEENWET) FROM EXTERIOR WINDOVMULL FLANGE DETAIL B APPLIES TO HEAD & SILL WHERE 1' X 2' t Ml1LLI0N I' X 2 7/16" TUBE MULLIONS ARE USED INSTALLAnON ANCHOR tB I SCREW TYPJ r2000 P.V./DESIGNER N8 X 3/4 SELF - HORlz CLIP SILL (TYP.)- TAPPING SMS 2/ TAPPING SMS IDDD S.M. SECTION A —A (5) 1 1 X 4 X 3/8 HEAD (TYP.) EMu+CNT TUBE MULLION FLORIDA EXTRUDERS INTERNA , INC SANFORD, FLORIDA L.t , . TITLE: SER. 2000 FIN SHEET 1 OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR 08 X 3/4 SELF f DESIGN PRESSURE CAPACITIES 1000 SA TAPPING SMS EB ?'2 HEAD (TYP.) DRAIIN BY: MSH APPROVED BY: SECTION A —A (4) DATE:2/6/02 SCALE:NTS DWG.: 2HMFINTW i 2000 P.V DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS Ix27/16X1/8 1 TUBE MULLION SEALANT EEN"° -A vu+DOV FLANGES" t MULLION 8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD CTYPJ SECTION A -A (1) TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE I' X 4' DETAIL 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY = 2000 P.V DESIGNER L BY OTHERS SILL (TYP.) N9 X 3/4 SELF TAPPING SMS1X 2 7/16 X 3/8 TUBE MULLION B X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYP.) . SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE L MULLION 1 Y,AI`da.11iACTOR NAlM F vRio,4 t&AMR Irk # SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 PCT. V./ DESIGNER 2000 P.V./DESIGNER SILL YPJ r SILL CTYPJ t8 X 3/4 SELF ( 118 X 3/4 SELF TAPPING SMS TAPPING SMS IX4X1/ 8 1X-4X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES t MULLION I18 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS HEAD T 2000S.H. HEAD CTYPJ HEAD YPJ SECTION A -A (3) SECTION A -A (4) ONE BY VODD_/ HOCK BY OTHERS Q 2000 P.V./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS 2 X'4 X 3/8 JI! "' 11 /. TUBE MULLION N9 X 3/4 SELF TAPPING SMS 2000 SUi. HEAD CTYPJ SECTION A -A (5) 1 F BM INSTALLATION ANCNOR 3/16' DiA TAPCON SCREW ANO-CR CTYPJ EXTERNAL MULLION INSTALLATION CLIP Q r/ 4' MIN. EMBEDMENT DETAIL H-- ELEVADO VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNA, SANFORD, FFL LORIDMAATITLE: SER.. 2000 ,. FLANGE - SHEET ;1 OF..., 2 TWIN HORIZONTAL MULLION'`SECTIONS` SEE OTHER SIDE C SHEET 2 OF -2>- FOR DESIGN PRESSURE-. CAPAC,I.TI.ES DRANN BY: MSH APPROVED -BY ; 2HMFLGTW DATE: 2/_4/02 SCALE: NTS MG 6 SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY P A 07M ADDRIUHAL ANDOM, WHEN RECUIRED) E CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: p —p V,Ag= FILE # 7 KALroN 0 2D00 P.V DESIGNER 2000 P.VJDESIGNER SILL (TYP.) SILL (TYPE 8 X 3/4 SELF 88 x 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 x 1/8 I X 2 7/16 X 3/8 TUBE MULLION % TUBE MULLION SEALANT BETWEEN ` WINDOW FLANGES L MULLION n a8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP-) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WWINDOW FLANGES WINDOWFLANGEStMULLIONaMtA_LI@N 2000 P.V./DESIGNER SILL ( TYPJ p8 X 3/4 SELF TAPPING SMS I X 4 X1/6 TUBE MULLION OB X 3/4 SELF L000 SA TAPPING SMS HEAD ( TYP-) SECTION A —A (2) SEALANT E WINDOW FI L MULLION 2000 P.V./DESIGNER CI SILL ( TTPJ 1 118 X 3/4 SELF TAPPING SMS 1 X 4 % 3/8 1 T TUBE MULLION IoB X 3/4 SELF \-88 X 3/4 SELF 1000 S.H.TAPPING SMS 1000 S.H. TAPPING SMS HEAD ( TYP.) _ ._. HEAD (TYP.) TION A —A 3 SECTION A —A (4) DETAIL C TWO BY WOOD BUCK BY OTHEF APPLIES TO HEAD & SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 68 WOOD SCREW ( TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 2000 P.V./DESIGNER SILL ( TYP.) l L_ A / 08 X 3/4 TAPPING SMS 2x4X3/ B TUBE MULLION I 1 1/8' MIN. F•— EMBEDMENT vAT N VIEWED FROM EXIER*R DETAIL 8 APPLIES TO HEAD & SILL WHERE 1' X 2' B I' X 2 7/16" TUBE MULLIONS ARE USED INS ALL1TIO N ANCHOR U17 SECTION A —A (5) V eoDDsE1tEW C HORrz CLIP08 X3/4 SELF TAPPING SMS I000 S.H.t L/t1' MM HEAD ( TYP.) EMBEDMENT FLORIDA EXTRUDERS SAANFORD° F ORmnTITLE: SER. 2000 FIN SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS V SEE OTHER SIDE (SHEET 2 OF 2> FOR DESIGN PRESSURE CAPACITIES Ee 2002. DRAIYN HY: M S HAPPROVED . BY:, DATE: 2/6/02 SCAI,E:NTS DWG.: -2HMFIN S TYPICAL MUUJON TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL B k 2' X 4' TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VINDaV FLANGES CONCRETE OR MASONRYMULLION - t MULLION BY OTHERS 2000 P.V./DESIGNER r2000 P.V./DESIGNER INSTALLATION ANCHOR 3/16' DIA. SILL CTYPJ `1 SILL CTYPJ TAPCON SCREV ANCHOR CTYPJ J 8 X 3/4 SELF 88 X 3/4 SELF TAPPING SMS TAPPING SMS ONE BY WOOD EXTERNAL MILLION I X 2 7/16 X 3/8 INSTALLATION CLIP 1 X 2 7/16 X 1/8 TUBE MULLION BUCK BY OTHERS TUBE MULLION Q MULLION 2000 P.WDESIGNER SILL (TYPJ _ N8 X 3/4 SELF TAPPING SMS ;. N8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 2000 S.H. TAPPING SMS 2 X 4 X 3/8 2000 S.H. TUBE MULLION Q HEAD CTYPJ HEAD (TYPJ SECTION A —A (1) SECTION A —A W I SEALANT BETVEEN I--1 1/4' MIN. VINDOV FLANGE EMBEDMENT L MULLION A g.0•,F. 1'I'T' A ## S X 3/4 SELF L A - SEALANT BETVEEN SEALANT BETVEEN TAPPING SMS VDCDOV FLANGES VMMV FLAKES 2000 S.M. L MULLION ._L MULLION - . HEAD CTYPJ .. - 2000 P.V DESIGNER 2000 P.W./DESIGNER / SILL CTYPJ SILL (TYPJ SECTION A —A (5) OTAI X 3/4 SELF N8 X 3/4 SELF PING SMS TAPPING SMi % 4 X 3/8 ELEVATIONIX4X1/8 TUBE MULLION TUBE MULLION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS MnMNA'tolt IN SANFORD, FLORIDA Tmz: SER. 2000-FLANGE SHEET.:1 OF: r 2 A': zQC'•,, HORIZONTAL MULLION SECTIONS 8 X 3/4 SELF 08 X 3/4 SELF SEE OTHER SIDE (SHEET-'2 OF 2) FORTAPPINGSMS 2000' SJ-L TAPPING SMS 2000 S.H. DESIGNPRESSURE CAPACITIES HEAD CTYPJ HEAD (TYPJ ' 8 2002 SECTION A —A (3) SECTION A —A 4 tDRAWN HY:MSH APpxovm'sir. `" - ne? E:2/4/02—sceLE: NTS---_ nwc.: --:2HMFCG,.-:-.:....._ ay 2000 Sx 2000 S.H. JAMB (TYP.) I X 2 7/16 X 1/8 JAMB (TYP.) TUBE MULLION K8 X 1/2 SELF TAPPING SMS TWO BY WOOD — 1 BUCK BY OTHERS 1 1/8'—MIN. EMBEDMENT 1 X27/16X3/8 TUBE MULLION 2 X 4 X 3/8 DETAIL C TUBE MULLION ` SHEATHING 18 X 1/2 SELF INSTALLATION ANCHOR 08 WOOD TAPPING SMS SCREW (TYP.) SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME L MULLION L MULLION K8 X 1-1/2 SELF K8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A (2) CENTRALIlaAL S L'lYRIDDA B.0. A. JC' . EXTERNAL MULLION INSTALLATION CLIP 20DO S.M. MULLION JAMB (TYP) APPLIES TO HEAD& SILL WHERE 1' X 4- 2' X 4' TUBE MULLIONS ARE USED 9711 K8 X 1/2 SELF APPLIES TO HEAD k SILL WHERE 1' X 2' TAPPING INS & 1' X 2 7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL K8 WOOD SCREW TYP) SILL CLIP I... .. SE41ALANT BETWEEN .._ .. 48 X ,1-1/2 SELF WINDOW FLANGES 1 1/8• MIN T A' NAt9P.s TAPPING SMS L MULLION EMBEDMENT GoR/nA fxr 4 t 1 X 4 X 1/8 IX 4"X 3/8 TUBE MULLION -TUBE MULLION n JAMB (TYP.) 00 I I I I JAMB (TP.) I I I K8 X 1/2 SELF K8 X 1/2 SELF TAPPING SMS TAPPING SMS tL WSEALANT BETWEEN SEALANT BETWEEN INDOW FRAME WINDOW FRAME L MILLION L MILLION 8 X-1-1/2 SELF, KB X 1-1/2 SELF TAPPING. SMS TAPPING SMS SECTION A -A (3) SECTION A -A (-) AUXILIARY - PLATE FOR ADDITIONALIANCHORS; WHEN REDUIRED) SMS (TYP.) DETAIL B MULLION ELEVATION - NIEWED',FROM EXTERIOR INTFM` FLORIDA EXTRUDERSsax>•'on°Nt'1 oRIDnt, PST z TITLE: SER. 2000 FIN ^ SHEET 1 OF 2 v VERTICAL MULLION SECTIONS i; SEE OTHER SIDE (SHEET 2 OF.2)'FOR 1 DESIGN PRESSURE CAPACITIES DRAWN BY:MSH "' APPROVED'BY: DATE:2/6/02 ISCALE: NTS DAG:: 2VMF I N SECTION A -A (5) - SHGTNDrG - DETAIL C -- _ --- WooD FRANui K8 SELF T Q3 2000 S.H. 1 X 2 7/16 X 1/8 2000 S-K / 1 X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION JAMB (TYPJ / TUBE MULLION ONE BY VOOD BUCK BY OTHERS 1 I/4' MIN. Q \ EMBEDMENT e8 x 1/2 SELF %8 x V2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA. - TAPCON SCREW--- (TYP DETAIL C CONCRETE OR MASONRY' BY OTHERS Q . EXTERNAL MULLION 2 'X 4 X 3/8 INSTALLATION CLIP e SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION VINDOV FLANGES VINDOV FLANGES L MULLION t MULLION 2000 SA TYPICAL IAULIJON TO CONCRETE O HEAD 1/2 SELF %9 X 1-1/2 SELF ,IAMB (TYPJ MULLION (APPLIES TO HEAD _& SILL WHERE 1' X 4 do _2'_ X '4'. TUBE MULLIONS ARE USEDTAPPINGSMSTAPPINGSMS _.. >'` L _ _ ) SECTION A —A (1) SECTION A —A (2) 9 x 1/2 SELF DETAIL' B TAPPING SMS _ INSTALLATION ANCHOR 3/16' Dt0. TAPCON 1 X 4 X 1/8 1 X 4 X 3/9 SCREW ANCHOR (TYPJ TUBE MULLION TUBE MULLION SILL CLIP 8 X 1-1/2 SELF QTAPPINGSMSVVIINDOV-Ft SS 2000 S.N. 2000 SJ L JAMB (TYPJ JAMB (TYPJ 8 X 1/2 SELF %8 X 1/2 SELF TAPPING SMS .. TAPPING SMS 1 1/4' MIXLM1A11011 ' EMBEDMENTSECTIONA=A (5) - _.. DETAIL C PRECAST SILL —BY -OTHER AUXILIARY ' PLATE SEALANT LANCES SEALANT BETWLANCESVINIXIVFLANGESWINDOWFLANGES L MULLIDN L MULLION %8 SELF T FOR._ADDITIONAL ANCHORS, VFEN REOUIRED) E 8 X 1-1/2 SELF 68 X I—L/2 SELF SMS (TYPJ ` DETAIL B MULLION TAPPING SMS TAPPING SMS ELEVATION Q SECTION A—L (3) 'SECTION A —A (4) VIEWED FROM EXTERIOR FLORIDA EXTRUDERS WT ATIONAL, INC ACTOR - NAM : s,*ara• o n t.oxma MANMACS _ Tm: S R. 0 0 : _LAN , SHEET I 2 - ; LoRi vv% VERTICAL MULLION SECTIONS g' r F # — SEE OTHER; SIDE -{:SHEET. 2 ,OF -2), FOR, Ig 320 DESIGN PRESSURE-CAPAC-ITIESf DRAWN BY: JBH ' "PRO m BY: DATL- 2/2/02- CAIZ: NTS Dwq 2VMFLG M I A M I.OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 NIIAMI-DADS COUNTY. FLORI METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFF' MG1'RO-DADS FI,AGI.I:R BUILD 140 wl :s'r rLAG LCIt S'rux--'r, surn: 1 MIAMI, FLORIDA 33130.1 105) 375-29UI FAX (305) 373.2 c:otvTtt,%crott t.Ict:Nstwc: sxc:r 305)375.2527 FAX(305)375-' CONTILl(,Ott t:NrottC.t:,1IFNT UI1'ls 303) 37s-29GG FAN (305) 375. PRODUCT CONTROI. DINT 305) 375.2902 FAA (ins) 372- Your application for Notice of Acceptance (NOA) of Erttergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Stcal Door under Chapter 8 of the Code of Miarni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Dai County Building Code Compliance Oftice (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturers plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of (lie South Floi Buildin; Code. The expense of such testing will bc! incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2000 R u1 Icoartgut:z Chief Product Control Division THIS 1S THE_COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE PRODUCT REVIEW CONUMITTEE 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 yliami-Dade County Florida under the conditions forth above. APPROVED: 06105/200i ff70__r4_ 4-" Francisco J. Quintana, R.A. Director Miami -Dade Count), Building Code Compliance Oflit d Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPL'CIFiC 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 insulatcd door, as described in Section 2 of this Notice of Accepta designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, 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-NVIE insiving Glazed Double 'Residential Insulated Steel Doors , Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all componcnts described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang?e between the edge of canopy or overhang to sill is less 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 insulatcd steel door and its components shall be installcd in strict compliance wit the approved drawings. 4.2 Hurricane protection systcnn (shutters): the installation of this unit will require a hum, brotection system,. S. LABELING 5.1 Each unit shall bear a permanent label with the nnanufacturer's nanic or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT REQUIREtNIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate conics of the approvcd drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the componcnts selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflieial or the South Florida Building Co SFBC) in or:icr to properly evaluate the install ion of this system. Mane I Pcrcz, P.E. Product Co CmExaProductControlDivision Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 05 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered afler a renewal application has been fi and 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 aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initic 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 feel and granted by this office. 5. Any of tlic following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorscnmcnt of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miammi-Dade County, Florida, and followed by time expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other docunmcnts, wlmere it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acccptancc. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OFTHIS ACCEl"'ANCE Manu Pcrcz, P.E., Product Contr xam Produ LCo'ntrol Division Glazed Units COP-WL-MAOIOD-02 FIBERGLASS DOORS 6'8" Height — Inswing 2'0" 2'6" X 2'8" 2.10'. 3'0" 3'6" COP-WL-MA0141-02 02-0419.08 52.0 Application Filed) NO Not Listed Not ListedMulli X0, OX, OXO I 1 ,lh) 2'8" + 1'0" Masonite Internalionar., COP-WL-MA0143-02 ra1.1Koll11111111 02-0419,08 Application Filed) 112iflam,. 52.0 NO 2'8" + 17' 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'B" + 2'8" + 1'0" COP-WL-MA0144.02 02-0419.08 Application Filed) 52.0 NO I 1'0" + 2'10" + l'0" IT + 2'8" + 1'2" l'0" + 2'8" + 1'0" 1'G•' - 3'0" , 1'D" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'6" 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 I NO i 2'8" + 2'8" 2'10" 2'10" 3'0" + 3'0" 2'8" + 2'6" + 2.6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" , 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 2'10" + 2'lU" 3'0" + TV + 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 Masonile International 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other slruclL.res). National, sate or local building codes specify the edition required. Masonile In;erna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, Oak _aft AR EK'- 1 `Ilr'I MCI.Al e.11 Kr I K10.1 I.— I—,' ut""r Doe., Amr 29 2002 Om c0 nny.-. puprun 01 P, X.n nUD,O.en)D1ptGb ,1m,vtir It-,,,. Ceipn Ono 0,00or1 00" I ;yLgU b (D)nnr "Ow n61're 1 Hrr,r o. elf r Maronite International Corporation Glazed Units X X0, OX, OXO XX. OXXO 2'0" 2'6" _ 2'8" 2'10" 3'O" 3'6" RAIT111TUMM114fla 2'8" + 1'0" 2'8" . 17" 2'10" + 1'0" _ 2'10" + 1'2" TO" + 17' 17 + 2'8" + 1'0" IT + 2' 10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + IV 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2-6" , 2'6" — 2'6" 2'8" + 2'8" + 2'8" 211C"+210"+2'1G 3'0" + TO" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 21" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + TO" COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 02-0418.03 COP-WL-MA0161-02 Application Filed) 55.0 NO Not Listed Not Listed t t r.t r r• t t. •1 02-0418.03 COP-WL-MA0163-02 Application Filed) 55.0 NO 02-0418.03 COP-WL-MA0164-02 Application filed) 55.0 NO 02-0418.03 COP-WL-MA0162-C2 I (Application Filed) 55.0 NO 02-0418.03 COP-WL-MA0165-02 I (Application Filed) 55.0 NO i. tiCCr a; zngements using fewer panels than wh3! is shown in the above chart also comply under the product approvals shown. 2. Assembly delails are available from the Masonite !n!arnalional website (www.masonile.com) or from the technical center. 3 Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Ac'ual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and ocher 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 PA2011• PA202 & PA203. Qa k t of Ai 1 .,....', ...1 •1,00ra ro..M1.w•. M«p... en.nC Out 10 p,oq,o of p+Ot10 .mp,pvpntf H rnihti sCroLOLonS. OtNpn an0 71 etl Masonite International Co r po r a t i O /. 40".:c'mu 19 :lanpe ."t—t ra:me. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing ISingles1 X 2'0" 1 1 COP-WL-MA0146.02 r.l' r 02-0423.01 Application Filed) 40.0 1. 1 NO 2'6" i Te" _! 2' 10" 3'0" 3'6" Not listed Not Listed ArrangementMultiplesIth) lI X13 OX, C1X0 2'8" + 1'0" masonite internationalt,l COP-WL-MA0148-02 t 02-0423.01 Application Filed) UPRating 40.0 1.Rated NO i 2'8" + 17' 2'10" + 1'0" 2'10" + 17" JD +10" or + 17' COP-WL-MA0149.02 02-0423.01 App;ication Filed) 40.0 NO 1 L"0" • 210" + t'0" + 1'2 + 2'8" + 17' 1'0" + 2'8" + 17 — 1'0" + 3'0" + 1'0" 1'2" + 2'10" . 1'2" 1'2" + 3'0" + 12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2', 0" + 2' 10" XX, OXXO 2,8... 2.3.. COP-WL-MA0147.02 02-042101 Application Filed) 40.0 NO2'10" + 210" TO" + 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" + 2'10" + 2'l0" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: Door arrangemants us;l'g fewer panels liar wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly delai!:; are available from. the Masonite International website (www.masonite.com) or from the technical center. rsia'13:ion ins!ruc.tio^s ars 3v3ilab;e from the t,,'asonlle International website (www.masonile.com) or from the technical center- Hch,a; dsien pressure requi; ament for a spaci`iC cuild?ng design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or I^cat builoing 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. ARTEW Oak .ruff 1 n I,. n .,. \\t I: N'1'M T+(I<Iti,;t v J.-0.•p,„1,..)no+,. I: vo.:ro,,:;"C;:c,cru,alon,R.p,aoarnt ae\Dc:.l,:c. 0,$. croq•>;51-a:-u Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing r•Singles X width)r r 2'0" 2'6" 2'8" COP-WL-MA0166-02 2'10" TO" r.,• r• r 02-0423.03 Application Filed) 47.0 r. NO Not Listed Not Listed Arrangementr X0, OX, OXO r1h) 2'8" + 1'0" Masonile InternationalI.r COP-WL-MA0168-02 02-0423.03 Application Filed) r 47.0 r. NO 2'8" + 17 2'10" + 1'D" 210" + 1'2" TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 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" + 3'0" + 17' TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 21" + 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" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic. air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 & PA203. 0 O akc aff AR EK'" Ir. .. tic .:N1"r•nOo"t No..r..wera..ry"twro"".. EJ%i v./., ..,s. /./'1./V(/C/l. w M d 9 o n i t e I n t e r n a t i o n a l C o r o r a t i o nOW (o-1-1 0 D.Dpraro of p.pOYn +nDrOrH"MI m>tht5 ypKlri(ppn1. Oaq" i"0 Dr"0V(1 p 0tli...Ubit(110 ( r .Q'.000.1- Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing MhFPMi, COP-WL-MA0101-02 r.l' • [ [. [ 01-1031.01 76.0 NO 1' X Is r 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement[(width) 2'8" + 1'0" MasonileInternationalr COP-WL-MA0103-02 02-0109.10 Application Filed) OPRaling impaciRate. 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 'IT X0, OX, OXO 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" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV 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" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. 0 Oak raff AR k EW eT T IMr.N(.I.. V% F..—NY 1100.s Ne..HeaNw re..pN[wY0"on 297 Dee. T Dee•, M o" Owo."p p,opnm of D 000a eT.mmemem mAes soenlrtnbOs. oes 7^ a"o D oa"a u, co". d s o n l t e international C o r p o r a t i onanal sv"rtu to 1"mpe .nnom Dolrce Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing COP-WL-MA0121-02 01-1031.02 76.0 NOX 2'0" 2'6" 2'8" 2'10" 3'6" Not Listed Not Listed X0, OX, OXO Multiples— 2'8" + IV COP-WL-MA0123-02 r., r 02-0109.09 Application Filed) OP Rating,. 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 17 3'0" + t'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" IT" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. Oakcraff AR k EK'" 11Xl.NGI.AS( t:NINT•n ()ONS awM,Lwa0u k.w. D"s• apra 29. TOOT ON C00Nn...Q DIO91am 01 D100W -D—t-1 mrits 1010OKal-5 0tsgn ln0 D.000C1 Dtlaa $.D11C110 10a091 "00V1 DDNCe o.. .Doe.. Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NOX 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" TO" + 1'2" 02-0109.08 COP-WL-MA0108-02 (Application Filed) 55.0 NO X0, OX. OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 17' + 2'8" + 1"2" 1'0" + 2'8" + 1'0" 17 + TO" + 1'0" 1'2" + 2'10" + 17' 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2.8" 2'10" + 2'10" + 2'10" TO" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 37 2'6" + 2'8" + 2'6" + TV COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + TO" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakr affARk_EK'" N . M r..l l.r lul.•t 1, r ur+ Y I111. I.I.a Y.NI Y nrlllN\ Ny..l•.uM iy..iyu Env,Dw•r Z79. 7007 Masonite InlernatiOnal COrpor anon pnlnwnQpoprimplprDovtl +n Drnvem<nl mllt3 SDtf IN+14n1 Dtt pn +np D OQ"ll a"", S"DItfI 1D (D+nQ! wr o.l nonf! Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing LI X Singles (width)1 2'0" k COP-WL-MA0126-02 1.1•qqlm 02-0109.07 Application Filed) 1' ! 70.0 1. •1 NO 2'6" 2'8" 2'10" 3.0" 3'6" Not Listed Not Listed 1 X0, OX, OXO 1 1 2'8" COP-WL-MA0128-02 METWOr. l r 02-0109.07 Application Filed) r• I 55.0 I I NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + IT 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 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-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1 Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2 Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4 Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5 Masonite International structural, cyclic, air• water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. O akcraff AR k EW YIN . 11 Y.N-INY,1)OONS t"T•.yM 1L.rr4"!"v. Deer. 0eei.,T oee., y ( ZJ // AD1 29. 2007 Ow(OnNn 91,r9r1..1pr00121-,0. 114makes}jlttlliUlgnS.Ot1.9n!n00100uf1 rsaton11a International Corporation 4111.1 IuD1111 10 11-91 .00.1 n01i(t. i X Unit TYP. 5'8" UNIT 8'0" UNIT 13.15/16' 17.118' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (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 At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come Irom Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1- 1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 AVW 29 2002 Ow tont.,.mq orog,- of Drodu no—emenl nukes SMUr4ApnT. Ma1onite International Corporal,orn 0111n 1n0 DIWKI 0t11d 101K' W -0.0 n00tt a XO or OX ' ' "' ' Unit P SINGLE DOOR WITH 1 SIDELITE T.*P 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1 Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2 The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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 1-114" embedment. 3 Wood bucks by others, must be anchored properly to transfer loads to the structure. w A11n129 :2,72 MJSOnIiC IntfrnJliOndl COPpOP JIrOn OPS•0^ ^= J' i fi CPIJ I Su ilYl IO t^e^QP «Ynllul nCIKP e( Ox0 Unit 6' TTYP. TYP. CL TYP. i rttt41 1 SINGLE DOOR WITH 2 SIDELITES s• TYP. 6- TYP. 6' 8" UNIT 8'0" UNIT 13- 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Countnnimum Fastener6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2- 1/2" long screws per location. Rough Opening 1 , Width of door unit plus 1/2" Height of door unit plus 1/4" 1 it / t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Apnl 292002 Masonite International Corporation I) ui ,.0 .1 r r . ntrtnl nr `.I.fi.rn. JI•U. Ur:. Un )i'C Jr VU V:IIJCtrJ•Ir SO"(1 11 :rJV y[ wAIlOUIJr1U14f OXXO MID-WL-MA0005.OZ Unit DOUBLE DOOR WITH 2 SIDELITES b- CL TYP. TYP. 3• v TYP. TYP. l 11 Il l 11 11 1 11 11 1 iTBI I 11 Il 1 Il II I 11 Il 1 6'8' 13- 1 f/ f f t t t t r r CountMinimumFastener 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'8• UNIT 5/16" 17-1/8- MAXIMUM ON CENTER TYP. r r r Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 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 #8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. ApN 29. 2002 - Masonite International orporar,on O sgn 3n0 D, Odun d'"', 10'-'D 0'l O' •dr,0ur nO le XX Glazed Inswing Unit APPROVED ARRANGEMENT: O O tnyi, y COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size. 6'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 ° 00 00 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: o a 00 oD D ° 0 00 00 00 00 00 00 105 Series t06. 160 Series' 129 Series' 12 RIL. 23 R/L• 24 R/L 107 Series' 108 Series 304 Series Series' This gla$$ hd may a150 De urea m the following door style: Eyebrow 5 panel with scroll. O_ak-raft AR k EK" rU Lit r: /IN e.:H,", UU()" Non.T..a rW /•M.Nu I^v1 Uew. MZ5T:: MasoniteApril29. 2002 International Corporation Our commu g owgnm of DroOun ^'J,ovement macs Weta,jjq %, orvbn am) Druduu Gna1r S00itn 10 lnangf --m-, n01•tt XX ' I f Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, 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). EX 5_ State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AR EK" I—.1 urn•v. No.nt..wM i. r—r..", Doo•. April 29. 2002 OW com,n„.^p Dropnm of DrooOn'^rD1ov 1mates sDec•rtafa^s. 0tspn 404 Dr00u0 scud soorea ro cn npc wnrwin ^once PKEMLv :'/../..,,. C' 1 C7/,J Q 1'j/t/Ci Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size . 6'0- x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national. state or local building [odes specily the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have bee6 followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 ® 00 00 00 D0 00 100 Serves 133. 135 Series 136 Series 822 Series 112 GLASS: UH 1 00 00 00 00 00 00 105 Serves 106.160 Series' 129 Series' 12 Ftk. 23 Rft. 24 RA 107 Series' 108 Series 304 Series Series' lhls guns >n 'nay also be used nl the 10110w619 door style. ryeblov, 5-panel "Oh scroll Oak, raff AR k EK" t..l .... , .n.. nrl K,• .... ( l-. J rra ..ale r,..(..,,,o-r. PRfbf ap11129.21"? -- nnasonite lnternaiionat Corporation dur (Onl•n.•nJ ;Uyr Jrn UI DrOOu(I rnrDr Orfnrtnr nrJ. t1 SDt(rrr(Jlrpnl. Otl•yn JrO '»tr Dl'IJrI iv Uif:l r. ('•,n({r wrinUUl nOlr(t XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a all on 0 1 0 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0DDDn 129 Series 200 Series 12R, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak4 raft AR EK" _ ra.r—bn•, Do rvan o, A0,d 29 ?002 o....., ovo•. M as o nr l e I n t er n a t io n a l CO r p or a I r o nOwconnnwngpm ) 01 n oova r po emenr mikes sM,bcarans. des.pn and o,om,u1e "' y._d!110 0!pnge w n00 n06(e Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size - 97 x 5W Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: don go 00 U 00 00 00 101 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o uu m n ° [a 00 00 00 00 00 00 105 Series 106, 160 Series129 Series' 12 RA. 23 RA. 24 Wt. 107 Series' 108 Series 304 Seties Series' Ns glass kit may 0150 be used m the lobowing dour style Eyebrow 5 panel with scroll U Oakraff AR k EK" om i /aEMD sn. 0 oe awn 29, 2002 Masonite International Corporation riv. (o —,.q W D oO<I Omni O.emenl miles Snft NN)i•o 1 oe1p )moo n 0ootr ocu.i io 01nec ..nnoor n01Ne Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: on o0 0- 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: D o 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" I I131,96LANS L.NINI Ul 00IN -T.-a•4wabu Em Oow, April 29. 2002 Ou, continuing Program of tuoouct unoio.emem makes smihcawns. Design an4 p,oeuct 4eN1I suejeEl 10 change without notice. PREM a,Ze'J 0. Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: r 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size . 12'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic locationis determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °0 00 00 00 101 00 100 Senes 133. 135 Series 136 Series 822 Series 1/2 GLASS: Ho 00 00 00 00 00 00 an 105 Series 106. 160 Series' 129 Series' 12 RlL, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also De used in the following door style. Eyebrow 5-panel with scroll. Oakraft AR 4 EK'- n.n 111. 1 N(:L \)) L.'vEN\'U(lUN\ .b.a T..r.W f4« ... En..r Draw ! nUrl Ap11129. 2002 -- Masonite International Corporal ion nv.n0 Dr OUr>m V1 pr00(1 .m0 0vtm<nt —11, SDttrti(>I.On1 DPvpn>n0 V 00un OXXO I t I Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ba 00 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Seues Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: el TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME C17V, 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 Salthazor, P.E. — License Number 56533 O_ k raff AR 4 EK' ADri129.2002 0" (Om.9 Dr DruD.a m Dvt i m 11f SDNrDt IgnS. Dt3gD l,b DrODu(1 011A.1 S0110 to (NDee w hw noo(i MasOnilP IniEtnationdl COrpOraliO(5 XX Glazed Inswing Unit APPROVED ARRANGEMENT: r 8'0" FIBERGLASS DOORS 0 0 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 sin = 6,0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state orlocal 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: Dam no 00 822 Series 112 GLASS: 00 404 Series O akcraff AR EK" r nac Hr'. t.n,s en rwc uuuKs rao^.b.w.er+,..p...twr o.. April M 2002 Oo roof,^,,,^tl .voun u of m000u mp.o.tmtm mars surorrcar o^z tlts D^ a tl o oo"u orur s n,tu ro cnmpr wnnoa ^oirct 108 Series Maionite International Corporation XX-COPML-MA0147-02, Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane loam 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/ &Eot 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak. _gaff AR EK" iRF r a 111 Nl r)-- I—e.. tautr .. April 29. 2002 OD, town ng D•ovan, W mo0o0 NnD•oKmtnl nnaan SDKd@almns. des g. and D•DOOe1 OeUd $.thn, 19 change a.B1hW1 norae O•.•r Dee•. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0148.02 , 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size . 6V x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 2-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 114 GLASS: am 0o 00 822 Series 1/2 GLASS: El 00 404 Series 108 Series Oak raft AR k EW ,..r,......- y..em r+..Om., Mn' R a Ap,.129 2002 -- MaSonrte International Corporation Ow m Mo9ca M,u,o+e:„rnr —.ei ioeo,rta,rom. oau^ a::n roonou XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: n - 810 Series APPROVED SIDELITE STYLES: COP-WL-MA0148.02 890" FIBERGLASS DOORS 0 300 Series YY a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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). aooil 49 "10" 190 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0&k _ ff AR k EK" I ara n 1'IULN.:L/.S\ 1. nIMI',nl)n„[ Ibn.T.ar.W re..ElauE viDows C. ,n(,_,I 40 Ap, 29.2002 Masonite international Corporation Ou, con- ng n109'.. or ol00un nnUlo._'.' malts dtvOn and 0loducl dcWd'Uro"(110 cnang,.nn W n.'. Oxo Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size - 9'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stateor local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: 1/2 GLASS: 00 404 Series I= 00 00 822 Series 108 Series U Oak riff ARkEK" om r1U1: Mr:l I15.51.v1 1' lal )1 )M 1'bnT..-..a ry..ryn l..vT pw•. Ap'129.2002 Masonile International Corporation Ow conl.ny,ng .1 p,00ucl -olo"rntrn maae5 1pecrticalans. at gn and rnoau,1 dtlad S.b^11p (hang, w h00 M,11. OXO 1 1 I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 610 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EW r........ W I.IrICKGLn SS LN1'Mh',000NS Na..T..e,..d ra".tea. Fn,rt Dow. Aoril 29. 2002 Du, tonm.wng mog•am or g.odua -p— mtnl makes SDetdgal*ns. design and dlodu l M d i o n i t e International Corporation dtlLl Suhlttl 10 change wdhoul nolrce OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size = 12'0' x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7•national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MAG041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: DID as 00 822 Series 1/2 GLASS: n D 00 404 Series 108 Series U O ak raff AR k EK'- 1'In LKGL.\\.1 LN-Y U01>M.l NwnT..yr.0li.rr„urnv, Dow, jC, .r-y». 6I\L/"IVV \%I fir/rr•I• Ow. a Ds.•. Apr1129. 2002 Masonite International Corporationnu, fOnnnwnD D1D91am DI D.Ddolt mD O.e.neM—4e110-1 1101S. OeS,gn and Dr00uC1 0elau S.D,Kl 10 Cnange .nln0ul n01-(e OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft; AR k EK" Apnl 29. 2002 W, —I.— p W n-o0-_111 emam marts 0"'V aM www 11W $0,111 w rnanpr ..nnW 011 Masonile International Corporation XX tt . I Glazed Outswing Unit r APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8 Double Door Maximum unit size - 6'0' x 6'8- Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements fora specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have 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: no 00 Uo 00 00 0 0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 d 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 A& 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oakc-aff AR k EK- T PREMaDaW,..iu.,.,. m o..,.,. o..,. Apnt 29. 2002 M a io n i le International C o rp o ra t i o no,., eo^-o mova^, or o oq o •mmo.emrm mare+ sgeoraan^+ ar+o^ a^a q oo o 1., wgiar .o 0.9, wnnqu ngoa XX Glazed Outswing Unit COP-WL-MA0162.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 _ 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX 5_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O_kcraff _ARk EW 1 `IUINt L-\\1 lNl Nl UVVN\ Non-T.uvM rp riy„L•v, Oao• April 29. 2002 Our cw.-.4 p•OQiam or p•pputt N Mpvlm<nl ma4f5 speCU r+lgns. "c5•p m0 vmp ,, OrNd1^11, io cn+npe w, MW vNrc Masonite International Corporation XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: r Si Ir . O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size - 6'0- x 8'0' Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design andgeographic location is determined by ASCE 7-national. state or local building codes speciy 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: 0o oa 822 Series 1/2 GLASS: 108 Series Oakcraff AR EKr r .r. k r,,ror; 0- IIUI N(:Lnti\ ININs' UooN} rbn.A.wnare..r.., f•vy noon I/ a/L/' e/V AGi// Aprd 29. 2002 M l international COwfom•num0 nro0'a^' or Dr ut^ a^MOvlmpnl ma t1 SDN LULOM. OfSgn and Dr04vO a s o n i e o r po r a t i o n dnarr Sunrl'Ir ro cna^ee wnnoW nOn<e P REVISIONS E: DATE: ECN NO. APPVO: 11 /00 - I A1MIW I OTY (1) WP 20 G UK END STILES AnA0tD TO DOOR SIGN WRH PATCHED TOG-ISYSTEM TOP, Donna R CDMR 1 DESCRIPTION FOR TRACK BOLT HORIZONTAL TRACK 0" INSTAL Y 13 CA CALV. STEEL "N' LISTEDBRACRT. EACHFASTENEDTOWOODAMDMM3) S/1611-5/e- MOOD LAG 6CR[W, E LOW HCAOROOM IS AVMAH[ AS N OPTION VEw Y• HOONr 1' EE2- GAM STEEL TRAM 1. NML IRACL THICKNESS: aso v HIM BPORTION M OTH O $+ iW. 2-1/2-z12 G CAM STEEL A TRACKRCKET. TWO POINT LOCKING l (4) TRACK BRACKETS PER ADE n $ REPORT# 9606C L> N TAT IIOMZONrA. 3- . 20 CA Y-BARS U- GARS N A 2-1-2-1 1oi PATTERN ( LE TWO U-SAWS ON SOTTCI SECTION. ONE IRS OU-&AON H M SECTION. ETC) CE - SHEET NET AL SCREWS oP11OMLmDm A OPTIONAL OUISDE KEyM LOCK POSITION MAX DOOR WIDTH - Ir-O'INSIDE r A+ veM saEWS. 14 G Qa WHOM 14 G eOOWEDMfi IHINIY Moir L FRONT IRATE WITH U.V. Iffi TAG SCIIEWS ON f9ON 19` OVA 1Nl7CE1LgDOORSUPTO T-0- MICH CONSIST OF (4) SECTIONS ((9ROwNjj. WASHER REOLMED. LAG StlMYS WY BE COLNTMANK Comm OVER r- o- MCI CONSIST Of (5) SECTIONS (Ibi 51H°NNI). COATING ON OUTSIDE SURFACE (OUT NOT RCOIAM) TO PWOME A FWSII NONINC STOP MMLOING BY DOOR INSTALLER (TO SINT) SRKACE HORZONTAL JUM 00 HOT TRANSFER LOAD. 20 G Ifl iALV. STEM END STILE 2.6 YELLOWPEEJA1Yy2- IN" } ' MSS OR In[ 20 G GALA. STEEL INTER STILE 1 1/3 ACRYI/C IRE AIL INSOE s£ nloN a-e ATTACHMENT _ tt u VLr.:-8—Ft'JCKEM TRACKA" HILT RETAINER1Bz]/: PAN HEAD R GNO ONE iASIO/EpTWOOD SCREW u G YN. STm NM ONE s/16-PER TRACK LAG%M SIONCG. aMDNG-•O W. (10 SCREWS PER LITE)UIE] e N1ARMORS ON II CFNII76 (C-e0 PER TRBRACKET. GALNO AS. ED-ON P1 PESTER HOCK) -RR 2•• CORERS (2.000 PSI Ill CONO[1E) OR AND A COAT POLYESTER SNAPLATCH ENGAGES pq W CONCRETE) TAPOON T ' (zaooi/IASiE7K (oNE art RaE) le G GLv. STLEl CENTER 1N1CC TOP COAT APPLIEDTOBOARSrEN: MDOM. 1- 0.o. Awc MpgtREOJAM f To NTCR SR1E5 w SIDES Of SIFFLSHIN. 12 G CAty. STEEL TOP ONTO VERnGR lAM'x BRKKET AnAC1ED /(•) EMIR SIOE OF DOOR. ROLLER &VCW, EACHONESHAPLATCHONMAINrMtpEO NM) To 1Nr LE COLA TERSUH ( 12 GACALV. STEEL TRACM SIM TRACK ASTENEDToFAASTENED10STILESSTMES EACH M / 14. a STET NETX INTER_ STIE (BUT N01 REo1ARFD) K PRONDE A PL9/ )/ MOORING S RFACE. HORIZONTAL ARAM 00 NOT TRACK NE 11 4- TO ' MA /14z5/S-TET YETRSCAEKSNP1.1PJOn1STRN9TR LOAD. mDlOTE1TWO1/' ETS. ) 14-.3 4 Sur 7APPHNC SCREWS PER OD MINCE ouTSHOE HtLYm OR iM0 1/: M RVEIi NAADLE END 2' OM SHORT STEM. 10 SAT. STEER. RO 13L 1• a GV.V. STEEL l MINCE. GCH SINE . 13169_].Y1 615Te NARK WFSTERFw P£ fISIDIID TO ENDIMPREPARATIONOFIMNGSRYo1I4RiSECTIONC FLORIDA P.E. /4e495 SHEET /( IRS/e• \ e4SIDE STILE NORTH [MORU P£ / 23e32 3' TALL U- BAR S (4) 11//T4 .3/4- $tr tS++r nm LOCK BAN 20 G GALA. STEEL TAPS/& SCREWS' "'" LAT I— °P'I°" 04CA:EsTRACK ON N DESIGNLOADS: +24.0 PSF h -24.5 PSF wn YEILD STRENGTH. so KSI oursloE EACH SIDE sHA 2BE THE RESPWNSH , THE DESCH OFmorTESTLOADS: +36.0 PSF & -37.0 PSF HANDLE o DOORRECORDFORTHEBLADINDORSTIMIUNEANDINACCORDANCEL { 3 rYTALL . 20 w GALA. SI U-BARS ENO SAE DOLT WON CMtENF BUILDING CODES FOR THE LOADS LISTED ON p 4 • L Kr 6 A C 9Um N 4uE IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS STILE LOCK ENCdCEs THIS ORRWIN —A R ux (CARS). PART NO.: 1-r/e' on eonaA sE. EAC ONE ATTACHE T ON NETTMovEONE UMIINW stow ON— 312 wdMIL A S* 16M T SECDON ER.. EACH WBAR SCREWS LOCK N 1 IDEAL MM 1/4'J CA SETT TAPPING SCREWS EACH ON Cm LO,.11 NEWIC P DUCTS m PER STILE LOCATION. or 0 SLAT I anAr euADHIO PRODUCTS CO. TOLERANCES ar. Ci11Ci.. : 0H 45202 o: DooR. 4. =. a a0-1. .0 - 1.03 eMeeet e6a OVOUi m NIL1-5 33--7762-1160109IOHA -A fSIDf MEW) INSHItf AHK Lr .wa ae6"N'' iu nza .00 = 2.015 tocK OYIIDN _ _a*I c.ns•nL F.Y. es DESCRIPTION: MODEL 6RST w4 16-0 . 8-0: 24/-24.5 DESIGN LOAD is G GALA. STEEL BOnOA BRACKET faeNr b a.y armor we:r .000 = t.005 z/ DRAWN BY: BARN DATE: 4 t8 00 13GA.ATTACHED M4TN (2) 1 OTIM- BRACKET PETAL SCREWS, ,se,, iN=AMq eHr.AaiW Dow - t.00t / / SCALE: Nis DWG. ALwIMN C lZ Mg1t Dow." = t 1/ 2, CHECKED BY: NWW DATE: 4/18/00 SHEET t OF t SIZE li Troje _ uA.A. stolen O A —A Pro)ectoa OIAENsHONsAREINNoEs. DWG. NO.: 102138 REV. NO. 1 4 3 2 DiV. C C i n 4 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA STEEL SKIN ATTACHED W TOG-L-RM((TT7OOP & DOLE AND.( ADHESIVE (ALONG CENT a 3 LISTEDOPTIONALDSBGLASSOR 1/8' ACRYLIC UTES AVAILABLE SEE SECTION B-B) 20 GA MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM A TOP, BOTTOM & CENTER). REPORT#9606C4r=fm 25 GA MIN. GALV./ LOCK POSITION STEEL SKIN COATED WITH A &ACED -ON PRIMER. BOTH SWFS) TWO POINT LOCKING AND A QED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. IV ONE 3' TALL x 20 CA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLTISTILELOCKENGAGES INTO VERTICAL TRACK. ONE M OP11 PONVFJ•OF •—• A OPTIONAL OUTSIDE KEYED LOCK POSITION LOCK ON EACH SIDE OF DOOR. MAX. DOOR WIDTH 9'0' N O 114x5/8' SHEEP METAL SCREWS INSIDE SLIDE LOCK OPTION BOLT NOTE 1. DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). O 1/4'0/4- SELF O TAPPING SCREWS. 14 GA END HINGES 18 GA AEW 'B INTERMEDIATE HINGE view * 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACKBRACKETSFASTENEDTOWOODJAMB WITH ONE 5/16'xl-5/8' LAG SCREW PER TRACK BRACKET. 2' GALA. STEEL TRACK FASTENED TO 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4' DIA. RIVETS, 2 1 REVISIONS DATE: ECN N0. APPVD: DESCRIPTION 11/00 - MWW I OTY (I) WAS (2) FOR TRACK BOLT 2' 74Kx Y TALL U-BAR HORIZONTAL TRACK SUPPORT BY20GAGALV- STEEL DOOR INSTALLER (TO SUIT) 1 3.r T 13 GA GALV. STEEL FLAG BRACKET. 16 G, GLV STEEL TOPROLLEREACHFASTENEDr0W000JAMBWITH BRACKET An Fr(3) (3) 5/16-xl-5/8- WOOD LAG SCREWS. SCREWS. Slfr S1tEi NOTE: DOUBLE TRACEvTRACKCONFIGURATIONLOWHEADROOMIS SNIP LAP JOVM15. = AVAILABLE AS AN OPTION c DOOR 14 u GALV . SnII 8 HEIGHT 0ENDN410E. FACN FASTEIKD TO END 6 -6 702" GAIV. STEEL TRACK, STILES W (4) ,146 L 7 -0 76SHEETNALSAYS ' F .L. MIN. TRACK THICKNESS: .060' t (a) I/4-`3/4- SELF = 8 -0 88TAPPINGSCREWSUW3: Y TALL x 20 u GALA TYP. 2-1/2%12 CA CALV. STEEL TRACK BRACKET. STEEL U-84R. ONE %-- B- = ( 4) TRACK BRACKETS PER SIDE PER SEC71oN. EACH UAN AnACErtn W WIN TWO 1/4`a3/4- SELF TAPPWC O. SCREWS PER SOLE LOCATION. O LHR TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRACK VERTICAL JAMB ATTACHMENT (xW00D FRAME BUILDINGS) 13 GA GLv. STEEL BOTTOM LOW HEADROOM OPTION1tACKLY. ATTACHED WIM TWO n A1/2'x3' LAC SCREWS ON 24 CENTERS. 1' O.D. MIN. /14. SHEET METAL SCREWS OPTIONAL 10 SCREWWASHERREQUIRED. LAG SCREWS MAY BE COUNTERSUNK SS8 CLASS OR WINDOW LITBUTNOTREQUIRED) TO PROVIDE A FLUSH MOUNTING tr.VWft WEATHERSTRIP 1/8' ACRYLIC LITE SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION B-B STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL. END STILE 20 GA GALV. STEEL INTER. SECTION A -A (SIDE VIEW) 8x.3/4' PAN HEAD SCREW VERTIGL JAMB ATTACHMENT lC-40 DOCK OR MOLDED INSIDE (10 SCREWS PER t3TE)END COLUM STILE2.000 PSI MIN. CiTNCRETF Y LITE RETAINER3 ' B x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH INTEC-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 1/4-x4- TAPCON SCREWS ON 24- CENTERS (2,000 SNAP LATCH ENGAGES S71L PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRACK. ONE SNAP LATCH ONSLEEVEANCHORS, I- O.D. MIN. WASHERS REWIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REWIRED) TO PROVIDE A FLUSH OUTSIDEMOUNTINGSURFACE. HORIZONTAL JAMBS DO 140T TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 14 GA. CALV. L ROLLER HINGES 114x5/8- SHEET METAL SC FASTENED TO ENDSTILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4'x3/4 SELF TAPPING SCREWS PER END HINGE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. FAANDIE I F' 1 &llidENDI1110 i STILE OUTSIDE KEYED LOCK INSIDE RNDLE LOCK BAR LOCKING OUTSIDE KEYED LOCI DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH IOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. PREPARATION OF JAMBS 8Y OTHERS 2' DIA . v SHORT STEM, 10 BALL STEEL ROLLER, stn 01n..be wam.eeeJAMBCONFIGURATIONngmrzim TOLERANCES oreSECTIONC-C . 0 >; .03NOTE2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS / rw ti w W .O0 2.03SHALLBETHERESPONSSIUTYOFTHEPROFESSIONALOF ., / e1q. r . 0 +.015 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MlJb( WESTERf1EL0 P.E. j/ UZ d,..,.o u..nea°M COD0 = t.001 005 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK A P.E. 48495 /fj'/ / D°9 / THIS DRAWING. / !'( NORTH CAROLINA P.E. 123832 1, CJZ Prgecl-e —Q- AFt C i' aw o....rs nW voen r ewe IDWurs) PART NO.: - IDEAL ;6-s385M a SAMIXIMsONAML. Fax Nn 1-513-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM I DATE: 4/18/001 SCALE: NTS DWG.T CHECKED BY: MWW DATE: 4/18/00 SHEEP I OF t ISIZE JJ DWG. NO.: 102137 1 REV. NO. 1 4 13 T 2 OUNCE COU J i Div.