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328 Lusitano Way - BR03-002430 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R. Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 •_ ._ CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR, PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE _ SUBDIVISION I a, 0 CERTIFICA:E OFF OCCUPANCY / COMPLETION This is to certify that the building located at 328 LUSITANO WAY for which permit 03-00002430 has heretofore been issued on 7 25/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrial, zoiiing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water DATE APPROVAT FIRE: Inspected Sewer 2 , tea. Lines In Sewer Tap Street Drainage 2 Paved Maintenance Bond PUBLIC WORKS: Street Name Signs s,rw Street Lights Storm Sewer Driveway Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -BUILDING 01- APPLCTN FEE -MECHANIC 01- APPLCTN FEE -PLUMBING 02- ENGNG DEVLPMT FEES 01- FIRE IMPACT - RESIDENT 01- LIBRARY IMPACT FEE DATE APPROVAL DATE AMOUNT 8/ 20/03 8/ 22/03 7/ 28/03 8/ 25/03 8/ 04/03 7/ 28/03 7/ 28/03 7/ 28/03 20. 00 20. 00 10. 00 10. 00 10. 00 10. 00 59. 27 54. 00 PAGE: 2 CERTIFICATE 0V OCCUPANCY / COMPLETION This is to certify that the building located at 328 LUSITANO WAY for which permit 03-00002430 has heretofore been issued on 7/25/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: 01-OPEN SPACE 7/28/03 279.61 01-POLICE IMPACT- RESID 7/28/03 91.93 01-RADON GAS TAX FEE 7/28/03 12.27 01-ROAD IMPACT FEES 7/28/03 847.00 01-RECOVERY FD/CERT. PGM. 7/28/03 12.28 01-SCHOOL IMPACT FEE 7/28/03 1384.00 WD IMPACT:SINGLE FAMILY 7/28/03 650.00 SD IMPACT:SINGLE FAMILY 7/28/03 1700.00 Yes No J a m Ile O BUILDING OFFICI / DATE f le) 1. CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPEC'TdON SINGLE FAMILY RESIDENCE**** f Wo 5 DATE: , -03 PERMIT #: 03 ' 1 ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Y\ ublic Wor M r ;"NoAoning v\ ,k 1 Utilities Licensing v\ 'f CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: a-:^' _03 PERMIT #: 03 ADDRESS: CONTRACTOR: PHONE #: - 8 a - y The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering',-A' Public Works Utilities 0Fire I w Zoning L A Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 I 1 CERTIFCATE OF OCCUPANCY 1 REQUEST FOR FINAL INSPECTIO& 1 1 1 1 1 r SINGLE FAMILY RESIDENCE**** ' I I H I DATE: a-7 -03 W C d C aR PERMIT #: 03 w 1 ADDRESS: 4 I CONTRACTOR: a °' ` G C G r1 cr ;, ++ w c ci PRONE #: 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 Publilo Wnv-L-c Fire Y\ I A oning V ,- Licensin V\ ( , g CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGEWZY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number . D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 328 LUSITANA WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 91, 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: 0 GPS (Type): If or ##.###W# NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIPCOMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 7 B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) ZoneAO, usedepth offlooding) 1202890045 E 4117t94 1 4117PA A 24.6 B10. Indicate the source ofthe Base Flood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile . FIRM Community Determined 0 Other (Describe): NEALHILER ENGINEERING, INC. 1311, Indicate the elevation datum used for the BFE in 139: ® 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 UnderConstruction* 0 Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, providea sketch orphotograph.) C3. Elevations — Zones AlA30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARA, ARAAE, ARIA1 A30, ARIAH, ARIAO Complete Items C3.-N below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert thedatum to thatused for the BFE. Showfield measurements and datum conversion calculation. Use the spaceprovided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _noes the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement orenclosure) 29. Eft(m) o b) Top of next higher floor NIA. _ft.(m) W o c) Bottom of lowest horizontal structural member (V zones only) WA. o d) Attached garage (top of slab) ft.(m) 29. 2 it.(m) 00 E 13 o e) Lowest elevation of machinery andlor equipment W ca servicing the building (Describe in a Comments area) 29.0 ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 27.7 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 29. 0 ft.(m) o h) No. ofpermanent openings (flood vents) within1. fL above adjacent grade 0 o q Total area of all permanent openings (flood vents) in C3.11 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSACTELLO, JR. LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT S*EWftTE 10 ORLANDO FL 32803 SIGNATURE fV DATE TELEPHONEI h V1,K. 1125103 (400 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation.. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section X, i BUILDING STREET ADDRESS (including Apt, Unk Suite, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. 328 LUSITANA WAY For Insurance Company use: Policy Number CITY STATE ZIP CODE I Company NAIC Number SANFORD FL 32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) ofthe building is _ ft.(m) _in.(an) 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 higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C31 on front of form.. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available): E5. For Zone AOonly: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare co rud to the best ofmy ImoWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS DATE TELEPHONE Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by laworordinance to administerthe community's floodplain management ordinance can complete SectionsA, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. G1. The information in Section C wastaken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) GZ A community official completed Section Efor a building located inZone A (without a FEMA- ssued or community4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depthofflooding at the building site is: _ ft,(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 91, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" 30' GRAPHIC SCALE 0 15 .30 NOTE: NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER. 6, SEC. 6-7(A) TRACT "B" OPEN AREA 9 50.00' 0 S90'00'00"E LOT 91 W O 0a O0NQO 0az0 LOT 90 0Z o 01? O 40.0' Q Z=2X34'41" R=75.00' L+= 30.-8p6' 1 A CONONECRETETBLOCK rn OY0 O CB=S78`12'40"VV RESIDENCE P O LOT 9 2 , FINISH FLOOR o -o - C=30.65 ELEVATION=29.54 O O COVERED ENTRY A 5.0 A 18.0' ono 15.0' plc^ :•CONCRETE.::3' C W S :DRIVEWAY. : 70' UTILITY EASEMENT t'13' ALK IS OFF WALK YY Oof N90.00'00" 1OFF - ti o ola 20.00' Ol c OIN WALK IS of pA 1.3' OFF P- PTA--- N90'00'00"E LUSITANA WAY 50' RIGHT OF WAY p0 pp p0 A hp. hap0 e O CERTIFIED TO AND FOR THE PG EXCLUSIVE USE OF: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-1-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN - LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 91 AS BEING N90' 00'00" W PER PLAT. FIELD DATE:) 7-10-03 I REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41465 DRAWN BY: 11-21- 03 CKB 30ARD 8- 11-03 CKB PLAN 4- 22-03 SDO I NN L. LIO IU Q O420. 00' Q 0- CENTERLINE OF—, Q RIGHT-OF-WAY D.R. H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA BRADD W. SCHICK AND SANDRA D. SCHICK CH MORTGAGE COMPANY, I , LTD. LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND __FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R Penns 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 Q FND NAIL AND DISC LB #6393 ( 01/26/03) LBSET 63931( 01/26/03)ROD AND CAPCNACORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE _ L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE 10 IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE UCCS UNCOVERED CONCRETE SLAB SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR THE FIRM aTELI_ b JR. PSV;492b DATE Permit # . , 3 Job Address: c Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service—:# of ,AMPS Addition/Alteration Change of Service Temporary Pole TT' Mechanical! Residential Non -Residential Replacement New (Duct Layout & l;nergy Cabe. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r 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 require-d Ryu otlmr,, t1Faa %} Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address' Phone: __ Contractor Name & Address: ms ;G &r A COi f " T ems 0' _ + ' ate License \umber '+ R Phone & Fax: I —ARE F Y TexT Ptah"WrO32448 40% rJE1 3G041 Bonding Company: t 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 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 l compliance with all applicable )Pws r(; ttlatingconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENEMENT MAY RESULT IN YOUR l't, YU-4G TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO ULT WOUR LENDER OR h) ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i / NOTICE: In addition to the requirements of this permit, there may be additional restrictions aypl'icthis county, and there may be additional permits required from other governmental entities such as Acceptance of permit is verification that I will notify the owner of the property of Signature of Owner/Agent Date ble X7mana iroperty th maybe found in public record of va erirtent tracts, state agen .s, or f(dml agencies. f e w, FS 7 3 % 5 /03 of Conmactor/Agent Date XT G. IDELLO RUSSO Print Owner/Agent's Name t Contra'or As Signature of Notary -State of Florida Date Signature of No--a-y Owner/ Agent is _ Personal]% `ono n to Me or Contractor/Ag.-.: is Produced ID Producr':D APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) (Initial & Date) SPccla! Conditions: Date eDIANE CAROL TOOWMIAN MY COMMISSION # DD 184234 1 EXPIRES: February 17, 2007 KttbhlOta9tPublicUrndervrthersFD: _ Initial & Date) (Inrtia &! Dat aan.o:•r+.. .- r:c•r,v...rvcre.Y:r...:. ..,,.,sl,, .::.v,. ..':.. CITY OF SANFORD PERMIT APPLICATION r 3- 3v Date; 12 Permit r Job AddrtK .l/2-`-'G-,GfS / =.0 v -- -• - - pc;frlpfiup 01.Pr 1 pi111111 POO; V lur jY tif permit Type, BuildingElectrical ., Mechanical PlumFire Sprinkler/Alarm Pool P bingrChangeof. Scrvicc _ _ Tempor8ry Pole _ Electrical: New Service - R of AMPS Addition/Alleranon Mechssnicid: Residential Non -Residential Replacement New (Duct Layout & Energy CHIC. Required) Plumbing/ New Commercipl: p 0f Fixtures r9 01' Wald c$ $ewer Lines Of G'as l.incs _ Plumbin(/New Residential: k of Water Closets.,_ Plumblag Repair- Residential or Commercial Occupa.nry Type: Residential V Commercial ttwusura, • - - Construcllon Type; q of Stories: p of Dwelling Unih'. blood zone: (FEMA form rcquirud for other than X) Parcel x: Dwncra Name 6 Addree.: J L_ ter_ Contractor+ me L lddre,, Phone & Fax:. Attach Proof u(Ow nershlp R. Legal Dtye piton) i / /A L- j - 2 % - I,, Stale License Numner 4 Contact Person: Ilonding.(:nmpany. Mortgage Lender - address: .. ...Phone. ArchitecUEnginccr: Faa D-3c1 AddMA: ..-• - Application is hereby made to obtain a permit w do the work and installations as indicated. I certify that no wtrtk or insull+non has commenced prior to the issuance or a permit and that all work will be perrormcd to meet alanduds of all laws Preo tingcoristruction FURNACES Bin tLE(LShis nHEction, VndcrsranSandta span e permil must be secured for ELECTRICAL WORK, PLUMPING, SIGNS, WELLS, AIR CONDITIOh' ER, ctc. OWNER'S AFFIDAVIT: I ttniry that all ol'the foregoing inronrunon is accurate and taut all wk" reill be done in compliance wieh ail applicoblt laws rcgvlr ^6 construcTion andzoning• WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEMPN'fMAY RESULT IN YOUR PAYFNG TIVICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT WrT-H YOUR LFNDER OR AN ATTORNEY BEFORERECORDMOYOURNOTICEOFCOMMENCEMENT. NOTICE: in a4dition to she requirements of thin permiu there rruy he additional restrictions applicable to this properry that moy be found in the public rccords of this county, and them may be additional permits rcquircd fmm other govemmcnul a nna such +s w+et manogcrnenl dismcu, lute agrncles, Or fcdrnl abrnucs. Acceptaruc of permit Is vcrirlwion ihal I will notify the owner ol'the property of the rtquuemcnt-e oLhlort 'i L3w, F 713. Dale iRn as citeofOwner'/Agent Dili: .lignature Or COnrnefor/AEalt Print Owner/Agent' s Nome Print Cunrr-aeror/ Agent'. Namc Si nature?01 aiY$utc nr i 1I Vutc Signature of Nla- Stoic of Flonda Iwncr/ngant is Ycliunnlly Kamm ur etc Of r,'Wunclnr/A,cni Is Yrru naJy Known IV Mr vi Produced ill r l'I' i.Il aTlt)\ A)'I'u0VC.1) IlY''I &Date) (Initial & 1)vlc) (IiwUal S I)tc. Initial & 1)aw) U l l r,., Marie A. ZettlemoyeT lr?Y.P( er Commission #DD221380 Expires: Jul 1512007 e Bonded Thru Inc. CIO ., Atlantic Bonding Permit # Job Address: CITY OF SANFORD PERMIT APPLICATION Date: r Description of Work: (,ISM P Q 1,,b , luny YZ i 1 } a. Historic District: Zoning: Value of Work: 1 Permit Type: Building Electrical Mechanical _ Plumbing X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Caic. Required) i(0 Plumbing/ New Commercial: # of Fixtures c# of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 4` Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: , (Attach Proof of Ownership & Legal Description) Owners Name & Address: '/ Phone: Contractor Name & Address: ADVANTAGE PLUMBING, INC. State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Person: Phone: Fax: Application'is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I.understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county; and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme s o Flom en Law, FS 713. Signature of Owner/Agent Date Signature of Co or/Agent ate A T: S r-4t, Print Owner/Agent's Name Print Contractor/Agent's Name I Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is - Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: recmmca MARTHA Y. HALLContractor/Agent is P a " aylcbmwl SION # CC 875840ProducedID z : February 1, 2004 Mqf' 8ontled Thru No" Public Ulderwritore Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) COUNTY OF S[MlNOLE IMPACT FEE TATEMENT ISSUED BY CITY OF SANFORD r u x8TATEMENT NUMBER 103-75527 DATE: \ /O/' BUILDING PERNI COUNTY NUMBER: UNIT ADDRESS: TRAFFIC ZONE: JURISDICTION:-_~-... .... .... .... ..... SEC: TWP: RNG: PARCEL: S t. j B DI V1 13 1 C90.TRACT: PLAT BOOK: PLAT BOOK—F GE: __ BLOCKn ____ LOTo J-' OWNER NAME: ' ADDRESS:--,'7____________ APPLICANT NAME: ' ADDRESS% LANDLAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.00 3CHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: 1__ /k_=_0 tit yD _ SIGNATURE: PL[ASE PRINT NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIOHS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREHCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** Permit # : O Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION y rahrmalvairl Date: Zoning: Value of Work: Permit Type: Building t Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 'T 1 aulsl:y Construction Type: ?-% # of Stories: —J— # of Dwelling Units: , Flood Zone: (FEMA form required for other than X) Parcel N: Owners Name & Address: V Contracto Name & Address: Phone & Fax. Bonding Company: _ Address: Mortgage Lender: _ Address: Architect/Engi neer:'A Contact Person: Attach Proof of Ownership & Legal Description) Phone: Ak)-1 I Sr19- Q I State License N Phone: Fax: 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and thAe may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of rmi i teatio that I will notify the owner of the property of the requi7l nt of Florida Lien La - FS 13. re o Owner/A Date Signature of Contractor/Agent Date Print O Sigtatu Owner/ Prc PATRICIA COULTON NOTARY,PUBLIC STATE OF FLORIDA APPUCA HOti APPROVED BY: Bldg: Initial & Date) Specia! Conditions: Print Contras Date St of Contractor/As Produced Zoning: PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA ChM -MISSION NO. DD134330 L :;!hies: FD: ial & Date) (Initial & Date) (Initial & Date ov S 3 c June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 91, Bakers Crossing Phase 2, 328 Appaloosa Ct. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 p.R.HpBMW Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: i Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is penally known to r who produced their Florida State Identification. OFFICIAL tiO"ARY SEAL PATRICIA COULTON NOTARY PU8L.0 SPATE OF FLOR11aA COMMISSION NO. DD134WYCOMM[SSIOn' Xi.1t;t_.Y26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST 2- LOT #(1 1 SUBDIVISION: BAKERS CROSSING ADDRESS -ai-\3TT12 . rc. 6"#2! /17` BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS R FL 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT DriKOJ ej' m,- I hearby name and Limited Power Of Attorney int: Craig Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for and ply The Building Dept. of: C - ri on For a residential permit for work to be performed at: Lot # : - —Subdivision: alaus Crosslo Address: = Z.c, G c. i- , LS) , p=L . And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number r,4o._p Signature of Contractor This foregoing inst me t was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally owh to me. State of FI a MFI , A.. PATRICIA COULTON County ; 6t.rvy ge - NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION F.XPr UL_Y26 200b Public Signature Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 - FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME NAME ., • 4QC+orl . `C - SERVICE ADDRESS MAILING ADDRESS TURN ON DATE 4vpA L'rc OWNER OF PROPERTY l rw MU l l "ZIP -aaa SINGLE FAMILY RESIDENCE 77 MULTI -FAMILY RESIDENCE COMMERCIAL HOME# WORK#40q--r3si-91L I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. Y SIGNED;-.1 t'T-`'`' DATE DO NOT WRITE BELOW THIS LINff_ DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL $ CSR DATE CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a, Foundation plan indicating footer sizes for all bearing walls. Provide side view detailsofthesefooterswithreinforcementbarreplacement. b. Floor plan Indicating interior wall partitions and room identification, room dimensions, door, i And st id/or openingening sizes, smfixturesokedetector, location( s), landings, docksdistances fromwallsaretobeshown. NotetheStateofFloridarequirementsfor bath door for compliance of Handicapped Code (F.S. 553, Part 5) o C. Elevations of all exterior walls, east, west, north and south. Finish floorelevationheightasperCityEngineeringDepartmentorsubdivision plat. D d. Cross sections of all wall sections to be used to the structure. Bearing non -bearing inter and exterior. Show all components of wallsection. o e. Framing plan for floor joists where conventionally framed. Plan to Indicatespan, size and species of materialsto be used. O f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. O g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. o h. Square footage table showing footagest S.F. Garages/ Carports - S.F. Porch( s)/Entry(s) S.F. Patio( s) S.F. Conditioned structure Total ( Gross Area) ---- 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable orifstructuretobebuiltonfill, it report may be requested by the Building Official or his representative. S. Other submittal Documents: p 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 att 400 W. Airport Blvd,Sanford, F) (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the CityEngineerfordetailsregardingthearborordinanceandpermit. 0 6. Application to be completed thoroughly and signatures provided by it licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONSTOSIGNAPPLICATIONASPERFLORIDASTATESTATUTE 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. REQUIREDINSPECTIONSDURINGANDUPONCOMPLETIONOF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beadis - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE Ity ( honer r Authorized Agent) Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHA ERS NAME AND ADDRESS Name•. , Address 621z2 _F \,4' City/State/Zlp. 323ZZ. Phone & Email L!V-,q =-L"m Quarterly Payment Amount Mwjavaipft First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: 5:{0,L -- SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 3r-2 i-T' ate_. DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVrE THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date "Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed •effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmay, maintained for the LIFETIME of the Identified property subject to the terms and conditions of thisagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water: under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WA.RRAINTES, OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In no, event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentngnotlessthanwoysriortotreatmentregardingany -allergy or, sensit vie concerning odors, st, tpolleand (2)lt Is their ' n, respiratory ty to ify pIllnIllness, orexIniotherconditionthattmay)beaactivated or exacerbated by the products and or ty 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 componentsoftheSentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiratlon or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System R. Apex wilt: (1)so notify the Customer, (2)offer Customer the alternatives of either using it different form of termite protectionordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)IftheCustomerelectstodiscontinuetherelationship, 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)retrleve, or advise DoWElanco orItsrepresentativeswheretoretrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close tothelocationofanyStation, or; (3) soil is removed or added around the foundatlon, or; (4) any tampering of baiting equipment or suppliesoccurs, 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 partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located InMerrittIsland, 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 atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida, If any part of this Agreement isheldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force and effect, CHANGE IN LAW. In the event of it change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, sttikes, 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 be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)fumiture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding l tigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commerclal arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Tht proceeding shall be governed by one arbitrator, and the location of arbitratlon 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 determinatlon of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In its sole discretion, that It Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identifie Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection was requests by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is asslgnabie by Customer for it period of 1 (one) year from Its effective date, After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within ? thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 329S2 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407.858-0540 813.221.2847 800-929-2847 888-764-2847 877-459-2847 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 91, BAKERS CROSSING PHASE 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA UNRECORDED) NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. LOT 91 CONTAINS 5562 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 549 SQ. FT. t TOTAL SOD 2634 SQ. FT, f TRACT "B" OPEN AREA 50.00' S90.00'00"E 5.0' LOT 91 DRAINAGE TYPE A ATIOo II 5.0' 40.0' 4D.o' O 0=23.34'41" 0 C°oo R=75.00 coPROOSEDZ0MODEL1965 LOT 92 L=30.86' LOT 9 0 -0- zo FINISHED FLOOR ELEVATION = 29.0 o CB=S78.12'40"W z o 0 0 0 o C= 30.65' 0 C o oLEl I 1" = 30' GRAPHIC SCALE 0 15 30 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON COVERED ENTRANCE 5.2' 20.0' yo 14.8' _ 5.0 N 10''U TILITY EASEMENT S N90.00'00"W 10 0 0 20.00' 0 NI PT N90'00'00"E UNNAMED ROADWAY oo W 420.00' PI Q z CENTERLINE OF RIGHT-OF-WAY Z 50 RIGHT OF WAY I FLOOR SLAG AT, ON ROWMUSTBE16At;,- OF ADJACEIN' n AD UNLES I = PG OTHERWISEAPPROVED 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 PURPOSE ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PAWL NO 120289 0045 E DATED 4/17/95 AND FOMND THE SUBJECT PROPERTY APPEARS TO LI IN ZONE A, AREA WITHIN 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE rASED\Qa__.,— THENORTHERLYLINEOFLOTASBEING N90'00'00" W PER PLAY FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41465 nRAWIM PY• LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POBPOINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE XXX XX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD CONCRETE PD A PLANNED DEVELOPMENT DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.D. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FIND FOUND A/ C CBW AIR CONDITIONER CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CPCONCRETEPADcsCONCRETESLAB POPLAGTTBOOKC CHORD LENGTH NGSNATURALGRADER/W RIGHT-OF-WAY SO. FT. SQUARE FEET ORB OFFICIAL RECORDS BOOK _ 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. 4- Z-D3 AMERICAN SURVEYING & MAPPING-i FOR CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 _ THE 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA tone_ t-7T AIA-7070 111IAM P.- VaIJCATELLO JR. PSM#4 28 DATE MiTek' April 17, 2003 MiTek Industries Inc. 14515 Nodh OW Foq he, Sub 300 Chesterfield, i10 63017 USA The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4673734 thru I4673754. Total: 21 drawings. Job :DR1965F Builder D.R. HORTON Location :BAKERS CROSSING, LOT i County : SEM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. April 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. TRUSS INDEX OF JOB DR1965F Trusses lnduded=21 0,"\DR1965F\a.tre" 14673734 1,"\DR1965F\a11.tre" 14673735 2,"1DR1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,"\DR1965F\a2.tre" 14673740 7 \DR1965F\a7.tre" 1 4673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\ag1.tre" 14673743 10,"\DR1965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,'1DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR19659.tre" 14673748 15,"\DR1965F\j1.tre" 14673749 16," 1DR1965F\k.tre" 14673750 17,'1DR1965F\I.tre" 14673751 18,"\DR1965F\m.tre" 14673752 19,'1DR1965F\s.tre" 14673753 20,"2DR1965F\s1.tre" 14673754 VI 13 M. 45161 ,k STATE OF , 11AL April 1, 2003 QwAnmo - ver{ fjd dedyn pammetm and xmw rroraar oN ran AIVD mmia 6smE mwoRc uss. .r.atirr Design valid for u» only with Welt connectors, lhk design is based only upon parameters shown, and is for an IndWuol buOding component to be Installed and loaded vettico#y. AppOcabMy of design parameters and proper IrkmMatlon of component IsresponslblMty of building designer - not trussdesigner. 5racinis shownlot lateral support of Individual web members only. Additional temporary bracing to krsure stobwv during construction Is the responslbiNly of the eieclol. Additional permanent bracinIs of theoverallstructurethetesponsbk#y of the building designer. For general guidance regarding fabrication. duality control. Maio", delivery, section and bracing, consul! CST-68 ChmlRy Standard, DSO-89 baci g Specification, and HIO.91 M iTek Handling InstallingandOrac" Recommendation available Dun uce PlateInstitute, US D'Onohb Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. a„ 0 Q For 4 x 2 orientation, locate 0 plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Pkite Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTOTHE 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. MiTeke bGeneral 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 i at joint locations, ao 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. FMtEL TM CLIP 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. I M Mitek Holdings, Inc. FORM018,019 Job russ Truss Type ty y 14673734 DR1965F A ROOF TRUSS 16 1 Job Reference to tionall sFebr e n ustries, nc, Mon Mar age 1 7-1J 134-10 20-0-0 26 5.6 32-10-13 40-0.0 j1.0.01t-0.0 I + 1.0.0 7-13 0dr$ 6-5.6 6-" 8 6 8 7.1-3 1-" Scale = 1:68.6 5.00 Fl2 5x6 5 5x6 5X6 4 6 2X4 2x4 4 3 7 2 8 9pp }} d1 1d 3x8 a 14 13 12 11 10 3x8 = 3x4 = 3x8 = 3x8 = 3x4 = 3x8 = 10-3-14 20-" 29.8-2 40-" 10314 9-8-2 9.8-2 103-14 Plate Offsets - - - _ - : - LOADING' (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 > 999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 SC 0.91 Vert(TL) -0.63 10-12 >753 E1CLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl - 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 =1951 /0-8-0, 8 =1951 /0-8-0 Max Horz 2=-190tload case 5) Max Uplift 2=-809(load case 4), 8--809(foad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -3714, 3-4 - -3345, 4-5 = -2354, 5-6 = -2354, 6-7 = -3345, 7-8 = -3714, 8-9 =14 BOT CHORD 2-14 - 3396, 13-14 = 2826, 12-13 = 2826, 11-12 = 2826, 10-11 = 2826, 8-10 = 3396 WEBS 3-14=-410, 4.14=536, 4-12--866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection iby others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511i1 MITek Industies, Inc. 14615 North Outer Forty Dr, ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - Vtrft deWon parssrmtwu and R&W NOTES ONTfIIS AND RISVERSB &M BEFORit UM. Design valid for use only with MRek C*nheators. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and boded vilicatts y. Applicability of design potometeand pioper Incotperatlon of component is tesponsiblSty of building designer - not truss designer. Itioc" shown k lot lateral support of individual web members only. Additional temporary biocing to insure stability duiing consttuctbn is the responsibully of the woctot.<AddHbnal permanent bihokng of the ovelal shucture is the tssponsRbWty of the building designer. For genelol guidance tegaiding fabrication, quality aontiol, sloiage, delivery, erection and bracing, consul) OST-60 Quality Standard, DSS-89 Bracing Specification. and HIS•91 Handling Instattkm and tracing Recommendation avolable fiomTiussPlate Institute, 683 D'Onoftio DiNe, Madison, W 163719. MiTek Symbols Numbering System AGeneral Safety Dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'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. I/S11 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachaQ other. o WEBS . J5 o 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/a" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords livesP Aat panel length(* 6"from adjacent joint.) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or 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. 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 rCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring W1SC/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. 9 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, TM C IEL erection and installation of trusses. 01"3 Mitek Holdings, Inc. FORM018,p19 MYDRO,A/A® Job russ Truss Type ty y 14673735 DR1965F All ROOF TRUSS 1 1 Job Reference to floral) s e r e n ustnes, nc, nMar age 1 0 5 9 14 11-0-0 17-0-0 23.0.0 29-0-0 + 34-2-2 i 40-" 1-0-0 5-9-14 6-2-2 6-0-0 6.0.0 6.0-0 5-2.2 5.9-14 1.0-0 Scale = 1:69.8 5z6 = 5x8 = Sx8 = 3x4 = 00 12 4 5 6 7 2x4 2x4 3 8 2 9 1 FN 10Iyad Us — 15 14 13 12 11 3X8 44 = 3x4 = 3A = 3x8 = 3x8 = 11-0-0 20.0-0 29-e-0 40-0-0 11 0 0 9-0-0 9-0.0 11-0-0 Ste offsets e LOADINW(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 VertILU -0.36 13 > 999 M1120 249/190 7.0 Lumber Increase 1.33 BC 0.97 Vert(TU -0.66 11-13 >715CDL CLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc puffins. 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 REACTIONS (lb/size) 2 e 1951 /0.8-0, 9 =1951 /0-8-0 Max Horz 2 -1 1411oad case 4 Max Uplift 2=-76311oad case 2, 9=-763(1oad case 3) FORCES IIb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5--3129, 5-6--3856, 6-7=-3129, 7.8--3361, 8-9=-3770, 9-10-14 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 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; tr=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. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASEISI Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - verft detrign pan nstere and R&W 11110TE8 ON TBIS AND IWMC W SWR BSPORS U86. wasim Deslgn valid for use only with Mliek csrneclors, This design Is bated only upon parameter dawn, and Is for an Individual building Component to be Installed and loaded vertloaty. Applicability of dl6dgn parameter and proper incorporation of component k iesponsbWy of building designer - not huss designer. Bracing shown k for lateral support of IndWldual web member only. Additional temporary bracing to Insure stability duing condruction is the responsibilly of the erects. Additional permanent brifckp of the overall shuctuie k the msponsbaly of the bulding designer. For general guidance regarding tobrbation, quality conhot storage, delivery. erection and Wackrg, consult CST-8B Quality standard, OSB-89 Bracing Specification, and HIS-91 Handling Installing and Smaing Recommendation avaBable horn Truss Plate Institute, 593 D'Onorilo Drlw, Madison, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC3 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 r/s" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 4at panel length(' 6" from adjacent joint,) 18 C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specked. 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 MiT+ek® engineer. 15. Care shouldbe exercised in handling, CAufrplEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. + FORM018, 019 fiR111O YAlf. ( HMRO,A/R + t Job russ Truss Type ty y 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference to tional) ACCU-SPAN-TH,s Feb 19 2003 Mi Fek Industries, Inc. on ar : age t 6-9-14 13.0-0 1741.0 + 22-4.0 I 27-0-0 I 33-2-2 I 40.0-0 i1-0 01-0q 1 1.0-0 64-14 6-2-2 4-8-0 441-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale - 1:69.8 5x6 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5.00 12 2x4 8 K\\ 2 9 1 10id 3xe - 16 15 14 13 12 11 3x8 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 9-1-14 17-8-0 22-4.0 30-10-2 I 40-0.0I11 9.1-14 8-6-2 441-0 8.6.2 9.1-14 Plate Offsets - LOADING(psf) SPACING 2-0-0 CSI DEFL in Iloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 VertILL -0.31 14 >999 M1120° 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 VertlTU -0.56 14-16 >844 QICLL 0.0 Rep Stress Incr YES WB 0.25 HorzlTL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No•2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 -1951 /0-8-0 Max Horz 2 =131 (load case 4) Max Uplift2 - -735(load case 4), 9=-7350oad case 5) FORCES gb - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7.8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16-2877, 14-16-2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5.14=-341, 6-14=-0, 6-13--341,'7-13=622, 7-11 =554, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Bud'rman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WA&NZNO - Ver(& design paritmetem sued READ WOTES i This AND REVERSE SiDC BZPORE UM. Design valid for use only with MRsk connectors. This desgn h based only upon pofameters shown, and k to 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 k 10 lateral support of individual web members only. Additional temporary bracing to Insure stability duiN construction Is the responsibility of the erector, Additional permanent bilsoing of the overall structure It the iesponsRaMty of the building designer. Far general guidance regarding fabrication, quality control, stoidge, delivery, erection and bracing, consull CST-88 Quality Standard, DSS-89 Bracing Specification, and NW-91 Nandllna Inttallinp and Sraclng Recommendation available from iruu Plate Institute. 583 D'Onottlo Drive, Madison, w153719. MiTek® Symbols slumbering 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, property 1 9 securely seat. J2 J3 J4 owner and all other interested parties.. F TOP CHORDS 2. Cut members to bear tightly against each14c2u other. o WEBS J5 cc 3. Place plates on each face of truss at eachT"41:* For 4 x 2 orientation, locate i, a ; joint and embed fully. Avoid knots and wane plates r/s" from outside edge of cs o a X at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords ices at I/4 length(+ 6"frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jr 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 Mtfek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicuk3r 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 beatings (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 v im PANEL CLIP erection and installation of trusses. 1 "3 Mitek Holdings, Inc. FORM018,019 HMRD.MJF0 Job Truss Truss Type City Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 t i :2- 7-9-14 15-" 20-0-0 1 25-0-0 1 32-2-2 I 40-0-0 1.0.0 7.9-14 7.2-2 5-0-0 5-0-0 7-2-2 7-944 1-0-0 Scars • t:tb.6 54 = 20 II 6te = 5.00 12 4 6 e 6X6 G Srb 3 t 2 8 jj y 3x6 = 14 13 12 11 10 3r.6 = U4= 3.6= US = 3.= 3.4= 10-3-14 20-0.0 29.8-2 40-0-0 10314 9-8-2 9-8.2 10314 Plate Offsets Y : 2:0-4-20-1-8 3;0.3-0 0-3-0 4:0-" 0-2-46:0-3-00-2-4 :0.3-0 0-3-08:0-4-2 0-1-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Udell PLATES GRIP TnCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0.0 Rep Stress Incr YES WB 0.32 HDrz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 192lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) 'Except* TOP CHORD Sheathed. 1- 3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.t D BOT CHORD Rigid ceiling directly applied or 53-7 oc bracing. BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1961/"-0, 8=1961/0-8-0 Max Harz 2=148(load case 4) Max Uplift2=-759(load case 4), 8=-759(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3.4--3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=365, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.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 (byothers) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MTek Industes, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cen.# 6634 Q WAMWNG - Vw*V dssl ylrs parameter* and R&W Maras aN rats AND JtBVZMM MX BZFORX V89. •••• Design valid for use only with Mitok connectors. This desgn is based only upon parameten shown, and Is fo an Individual building component to be Installed and boded vetilooly. Applicability of design parameters and proper Incorporation of Component is respo "y of building designer - not truss deslpner. Bracing shown is sot lateral support of Individual web members only. Addillonal tempotory btacing to Insure stability during construction is the responWilty of the etectoi. Additional parmonent b0aci ng of the ovsroll structute is the responabilfly of the building designer. For general guidance regarding fabrication, quality contto4 stotdge, dellvety, erection and bracing, consult QST-88 Quality standard, Ds11-89 tracing Specification. and HIS-91 Tek® HandlinaInstalllnaandBracingRecommendationavailablehornTrussPlateInstitute, 583 D'Onolrb Drlve, Madison, Wl53719. M Symbols Numbering System AGeneral safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/56 * 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, property a securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each2C3 other. J5WEBS 3. 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/a" from outside edge of 0 o_ a at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPr/ 4at panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicuk3r slots. in all respects, equal to or better than the dimension is the length parallel gradeg 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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses. IM Mitek Holdings, Inc. FORM018, 01 HMRO-APO . Job Truss Truss ype ty y 14673738 DR1965F A17 ROOF TRUSS 1 1 Job Reference to tional) s e i e n ustnes, nc. Dn Mar 31 14*31:49age r 6-1-3 1 11-8-10 17-0.0 23.0-0 i 28s6 i 33.10-13 40.0-0 91.0.011:94 1.0-0 e-1-3 55 8 5-55 9-0.0 555 6.5-8 6.1.3 1.0-0 Scale - 1:69.8 5x8 = 5x8 = 5.00 12 5 6 3x4 3x4 4 7 Sx8 5x8 3' 8 2 S 1 t01dy_ 3x8 = 16 15 14 13 12 11 3x8 3x4 = axe = 3x4 = 3x8 = 3x4 3x8 = 8-4.11 17-0-0 23.0.0 31-75 40-" 8.4-11 8-75 6-0-0 8-75 8.4-11 Plate OffWts Mu 13:0-3-0,0-3-01,- 19:0-4-2,0-1-81 LOADING' (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 ddli. 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell - 360 Weight: 207 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 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-8.0, 9 =1951 /0-8-0 Max Horz 2=165(Ioad case 4) Max Uplift2=-781'i(load case 4), 9--781(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 1-2=14, 2-3 -3817, 3-4=-3552, 4-5=-2689, 5.6=-2494, 6.7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16-3023, 14-15-3023, 13-14=2494, 12-13-3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14--716, 5-14=613, 6-14--0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; 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 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert,#6634 WAl i7V0 - VerW d*ifgn pa n n titers and R&W NOTES ONTJUS AND AEVERSX SIDE BXPORE USX. Design valid loi use only w lh 1~ connectors. This clesign Is based only upon parometeis shown, and k for an lndNlduol building component to be Installed and loaded vis"looly. AppAcab*ty of design paiamelers and proper I ncorpoiatbn of component Is iespornlbfil y of building designer - not truss designer. Bracing shown Is for laleral support of Individual web members only. Addlllonal temporary bracing to Inswe dablilly duiing construction k the responsibility of the *#ecfor.,Add"lonal permanent brbcing of the overall stiucture k the iesponslbNSy of the building designer. For general guidance regarding fabrication, quality contiol, stoic**, delivery, *#action and bracing, consult CST-68 Qualify Standard, DBS-89 SrachV Spectlieatim and NIB-91 Harndllna Installing and bracing Recommendm RecommendationavollablefroTruerPlate Institute, 563 D'Onotrlo D#Ne, Madison, WI 63719, 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 theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/61, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chord splices at A panel length('- 6" from adjacent joint,) u 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 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, 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 withwhichbearings (supports) occur. stacks of construction materials. a 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, TM PANEL CUP erection and installation of trusses. _ 01 "3 Mitek Holdings, Inc. FORM61e,019 NYDR0,4/RO _. Job Truss Truss I ype ty y 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference to tional) SFebt e n uminas, nc, on Mar : 0 2003 Page r 1 rt 9 3 12.10-10 19-0-0 . 21.0.0 . 27-11-6 33-2-13 40-0-0 jl:2o 1.0.0 6.9-3 6-" 6-"2.0.0 6-" 6-" 6-" 1-0-0 Scale = 1:71.2 5x6 = 5x6 = 5.00 52 5 6 3x4 y 3x4 4 7 5x6 y 5xe 3 8 9 10T1i2 3x8 = 16 15 14 13 12 11 3x8 3x4 = Us = 3x4 = 3x4 = 3x6 = 3x4 = r 9-9-14 19.0-0 30-2-2 40-0.0F21-0-01 9-9-14 9-2-2 2-0.0 9-2.2 9-9-14 Plate Offsets LOADING'(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell - PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vertilli -0.33 14-16 >999 M1120 249/190 T,CDL 7.0 Lumber Increase 1.33 BC 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 ILL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4SYP No,2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7.13 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 =182(load case 4) Max Uplift =-801(load case 4), 9=-801(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4--3579, 4-5=-2575, 5-6--2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD2-16=3523, 15-16=2946, 14-15=2946, 13-14-2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16--408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-98 per FBC2001; 120ni h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budman, Lic.#451 I i 1MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63011 Cert.# 6634 Q WARMNO - VerW deeign pmumeterst and RVAD NOMSi ON THIS AND R6116it86 WM BZFOItIB I788. tsswins Design valid rot use only with MRek eonnectois, This di It based only upon parameters shown, and Is tot an Individual building component to; be lle Instadand loaded vetlicaltsg y. Applicabilityofdenparametenand propet Incotporatlon of component IsIesponsbIlty of building designer - not truss designer. BingracshownItlotlateralsupportofIndividualwebmembeonly. Additional lemporary btacing to Insure stabilityduring oondructbn k the iesponsiblllty of the woclor. Additional permanent brbaIng of the overall shuetum It the respon"y of the bullding designer. For general guidance tegarding fab0catlon, quality controL storage. delivery, erection and bracing, consult Cli Cua91y, standard, DSO.89 Sroeing SpeeMbatlon, and HIN-91 Handena Installlna and Sroolnp Iln m eeommendalloavailable troTruss Plate Instltute. 583 D'On otrb Dtive, Madison, WI 63719. M 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 theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. ye„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7C3 other,. O WEBS . J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate ccjoint and embed fully. Avoid knots and wane plates/a" from outside edge of L) O d X at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, Iodate chord splicespi' at /4 panel length(+6" from adjacent joint.) Ce C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fife 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 MITok/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 ail respects, equal to or better than the dimension is the length parallel gradeg 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, TM C BL UP erection and installation of trusses. 1M Mitek Holdings, Inc. FORM018,019-NAUL MOR0511WO ,,.. t Job Truss Truss ype ty y 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference to tfonal) s e r e n ustna-, nc. on Mar age r 1,:" 7-4-14 14-2-0 20-0-0 23-" 28-" 33-.10.13 I 40-041tr- 1.0-0 7-4.14 6-9-2 5-10-0 3.04) 5.56 51" 6-1-3 1-0-0 Scale - 1:69.8 Us = 5.00 12 5 4x8 r 2x4 11 e 4 3x4 7 5xe 5x8 3:;;00axe = 165x12 — a Bxa 2 9 _ t 101 3x8 19 18 14 13 12 11 3x8 3x4 = 2x4 11 2x4 11 5x8 = 2x4 11 r 7-4-14 14-2-0 20.8-0 23-04) 1 28.5.8 33.10-13 40-0-0F i 7-4-14 e-9-2 6.4.0 2.8-0 5-" 5-" 6-1-3 Plate Offsets LOADING'(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.6-0 oc purlins. BOT CHORD 2 X 4 SYP No'.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17>2 X 6 SYP No.2ND JOINTS 1 Brace at Jtls1: 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 - 77110-8-0, 16 = 2456/0-4-0, 9 a 719/0-8-0 Max Harz 2-190(load case 4) Max Uplift 2 - -395(load case 4), 16--829(load case 4), 9=-490(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9-877(load case 7) FORCES 11b) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 = -327, 4-5 --327, 5-6 -1791, 6-7 -1387, 7-8 = -223, 8-9 = -839, 9-10 =14 BOT CHORD 2-19=765, 18.19=-0, 17.18=e6,=4-17=-468, 16-17--1401, 15-16=-1285, 13-15=96, 6-15=164, 13- 14=0, 12-13=-0, 11-12-762, 9-11 -766 WEBS 3-19--408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12--619, 8-11-112, 5- 17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.0psf; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. # 6634 WARMNO - Ver(jjf derifyns pamawters and R64010 NOf'ES ON TWS AND RBVXRW SIDE BRMR6 V=- Design valld for use only with MRek connectors. This design k based only upon parameters shown, and k for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslblilly of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only, Additional temporaiy bracing to Insure stability during construction k the responsibility of the erector, Additional permanent brbcIng of ine overall structure Is the responslbWty of the building designer. Far general guldonce regarding lobrlcatbn, quality conlioL storage. delivery, election and bracing, consult QST-84 Quality Standard, OSI.89 tracing Specilteallan, and Hill-91 Handling Indolllna and tracing Recommendatlon available from Truss Plate Institute, $83 D'OnohbDrive,Dr, Madison, W 153719. MiTek® Symbols lumbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propertyt'/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, 1/8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachircaother. o o 3. Place plates on each face of truss at each For 4 x 2 orientation, locateQ a 2 , Qjointztall- and embed fully, Avoid knots and wane plates t/8" from outside edge of o a at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords icesplce114atpanellength(+ 6" from 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 LOWEST JOINT 7. Camber is a non-structural consideration and MtTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, oe" unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses 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 . engineer. MiTek® 15. Care should be exercised in handling, Z&L/ IIl Nil TM o CUP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 H=R0-A1R®....: Job ruse Truss Type ty DR1965F A7 ROOF TRUSS 1 2 14673741 Job Reference (o liana" SFeb1 B Industries, nc. On Mar age 1:2. 3-9-14 7-" 13.6.14 20-0.0 26-5-2 33-" 36-2-2 40-M 11-0-0I 1-0-0 3-9-14 3-2-2 6.6-14 8S2 6.5-2 6-6-14 3.2-2 3-9-14 1-0-0 Scale = 1:69.8 axe = axe = 5 00 12 4x6 = 7x8 = 4x8 4 5 6 7 8 2x4 M 2X4 i 3 9 2 10 1td h1 y a 3xe _ 16 15 14 13 12 3x8 30 = 5x6 = 3x8 = 6x6 = 3x4 = 7-04) 13-6.14 20-0-0 26-5-2 33-0-0 40-0-0 r— I 1 7.0-0 6-6-14 6-5-2 6.5.2 6.8-14 7-0-0 Plate sets _ : LOADING'(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 T,CDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4'SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2-3875/0-8-0, 10=3875/0.5.0 Max Horz 2=-79(load case 5) Max Uplift 2=-2028(load case 2), 10 = -2028(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10-11 -29 BOT CHORD 2- 16 = 7514, 15-16 = 8058, 14-15-12490, 13-14-12490, 12-13 = 8058, 10-12 = 7514 WEBS 3-16=562, 4-16=599, 4.15=4848, 5-15--1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13=4848, 8-12=599, 9- 12=562 NOTES 1) 2-ply truss to be connected together with 1 Od 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. 3) 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 D01-=1.33 plate grip DOL -1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7- 0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: ,Lumber Increase = 1.33, Plate Increase -1.33 Uniform Loads (pif) Vert: 1-4--74. 0, 4-8=- 154.2, 8-11 =-74.0, 2-16=-20.0, 12-16--41.7, 10-12=-20.0 B Junaidie udiman, Lic.#451 a Bies, 1ConcentratedLoads (Ib) irdInc. Vert: 16 = -603.2 12 = -603.2MiTek14515NorthOuterFortyDriveSuite300 Chesterfield, MO, 63017 Cen.#6634 AwAwmw - ves j jy deawn po,ra» wc rnandxlCaD Norss dayTws Aivn itsymss area Bxmita Use. •••• e Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. AppScobMy of design parameter and proper Incorporation of component It responsibility of building designer - not truss El designer. Bracing shown Is for lateral supportofindividualwebmembersonly. Additional temporary bracing to Insure stability during construction It the responsibility of the ereGta. Additional permanent brbcing of the overall structure general k the responsibility of the building designer. For guidance regarding fabrication, quality contio6 storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing SpecMlcation, and NIB-91 Handling InttaltR lno and Bracing em comendation available from TrustPlateInstitute, 593 D'OnohioDrive, Madison, WI 63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property fie,. securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachaa other. o WEBS 4 J5 o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0a:joint and embed fully, Avoid knots and wane plates 1/e" from outside edge of O a X at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords Ines1P at /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nast Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chards require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, f no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 CUPPANEL' erection and installation of trusses, O 1993 Mitek Holdings, Inc. FORM018,019-t• Job I russ Truss Type ty y 14673742 DR1965F A9 ROOF TRUSS 1 1 FFebi Job Reference opt!one[) AccU-5PA- s rek Industries, Inc. On ar : age 11 ' , 4-9-14 9-" 14$0 20-0-0 i 25.8.0 l 31-0-0 , 35.2-2 l 40-0-0 41-0-0i ,1 1-04) 4-9-14 4-2-2 5.8-0 5.8-0 5-" 5-6-0 4-2.2 4-9-14 1.04) Scale = 1:69.8 5x6 = 5x6 = 3x4 = 5x8 = 3x4 = 5.00 12 4 5 6 7 B 2x4 2x4 3 9 a 2 10 11 3x8 = 17 16 15 14 13 12 3x8 3x8 = 4x8 = 3x4 = 3x4 = US = 3x8 9-0-0 _ 164-0 23-8-0 31.0.0 40.0.01 9-0-0 7-4-0 7-4-0 7-4-0 9-" Plate Offsets - - - - 8 :.. - - 2 ` 2, -. - : 0 - - e LOADING' (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TU -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00= Horz(TU 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-4-15 oc purlins. SOT CHORD 2 X 4 SYP No,2D SOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No,3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 - 1951/0-8-0, 10 = 1951/0-8-0 Max Horz 2-96(load case 4) Max Uplift2=-791(load case 2), 10=-791(load case 3) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4--3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7.8--3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD. 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12.13=4389, 10-12=3507 WEBS 3-17=-237, 4-17-1007, 5-17--1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14-387, 7-12--1300, 8-12=1007, 9-12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WA mm - v* fy drretyt pumawt ors and Re" N07r8 oN TH78 AND R6VRRW wm BEYOR6 [192 errs Design valid for use only with Mllek oonnectors. This design Is based only upon parameters, shown, and Is for an IndWuat building component to be Installed and loaded vertically. AppNadbNRy of design parametersand proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown It for lateral support of Individual web members only. Additlonal temporary bracing to Insure slobWty during condruction It the responsibility of the ereclot. Additional permanent briscing of the ovetoll structure is the responsbWIV of the building designer. For general guidance regarding tobrloatlon, quality control. storage, delivery, elect" and bracing, consulf CST-88 Quality standard, DSI.89 Broeing Specification, and NI/-91 XandMglInstalling and Bracing Recommendallon available from Dua Plate Institute, 593 D'Onoelo Drive, Madison, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachirother. o WEBSr 3. Place plates on each face of truss at each For 4 x 2 orientation, locateo joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a = at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord s icesPICIat /4 panel length(+ 6" from adjacent joint,) V IJ5 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 piaHng format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 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. PUTS 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 QD CLIP erection and installation of trusses, 1M Mitek Holdings, Inc. FORM016,019 NYiDRO,A/R Job I russ Truss Type ty y 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference to tional) sFebr e Industries, no. on Mar 31 14:31:54age 7-6.0 I 14.9-0 20-0-0 23-0-0 28" 33.10.13 40-M 41-0 0 1 0-0 7 6-0 7-3-0 53-0 3-0-0 5-" 5-" e-13 1-0-0 Scale = 1:69.e 5x6 = 5.00 12 5 4x6 6 4 3x4 US % 7 it 3 7 16 5x1 8 7 1 = 4x6 = R a t 2 ¢ 3 II I$ d 5x8 = axe = 18 14 13 12 11 3x6 2.50 12 5x8 7-" 14-5.12 14" 20-4-0 23-0-0 2e-5.8 3340.13 40-0-0 7.8.0 6-11-12 0-3-4 5-7-0 241-0 5-6-6 5-5.6 6-1-3 Plate Offsets 1 - - ', • - , - - LOADING' (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 SCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17'2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYPNo.3 REACTIONS ( lb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16=1743/0-8-0, 9 - 872/0-8-0 Max Horz 2-190(load Cass 4) Max Uplift 2=-363(load case 4), 18--407(load case 4), 16=-537(load case 5). 9=-5020oad case 51 Max Grav 2 - 733(load case 61, 18 = 8290oad case 6, 16 =1743(load case 1), 9 - 880(load case 7) FORCES' -( lb) - First Load Case Only TOPCHORD' 1-2-12, 2-3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19-1208, 18.19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15-630, 13-14-0, 12-13-0, 11- 12 =1106, 9-11 =1110 WEBS 3-19=-180, 17.19=1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12--154, 8- 12=-607, 8-11 =112, 17.18--535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M112O unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection fby others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 Ib uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASES) Standard Junaidie Budiman, Lic. #4511 1 MiTek lndusties, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 AwAmwo - vsrm des(" pammeters and Rmw Worse om rmsAND itsT smw aws esmas use. Design valid for use only with MiTek oonneclors. This design It based onty upon parameters shown, and Is for an Individual bukding component to be Installed and loaded verWally. AppSaabW of design parameters and proper inoorporallon of component It responslbWty of building designer - not truss designer. Bracing shown It tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responslbWly of the, building designer. For general guidance regarding fabrication, quality control, storage, delivery, efectlon and Wocing, consult CST-88 Cuallty Standard, DSO.89 Vacing Specification. and HIS-91 Handling Instal8np and Bracing Recommendation avaMR abte fromTrussateInstltute, 583 D'Onollo Drive, Madison, w153719. MiTek® Symbols Numbering System AGeneral Safety !Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'A *Center plate on joint unless Damage Of 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 TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O joint and embed fully. Avoid knots and wane at joint locations, plates i/e"from outside edge of ay truss and vertical web. a 4. Unless otherwise noted, locate chords !icesIP u , u o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS SIARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA FORM018,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N 19! e MiTeke PANEL TM CLIP MYDRQ,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. O 1"3 Mitek Holdings, Inc. Job Truss Truss type ty y 14673744 DR1965F AG2 ROOF TRUSS 1 1 Job Reference to tionaq s e e n ustr es, nr . on Mar 31 14:31:55age 1 0 0 7 6-0 14-M 16-7-3 I 22-0-0 123-041 10-0 7$-0 7-" 1-10-3 5.4-13 1-0.0 Us 11 Scele = 1:45.1 6 2x4 11 2x4 11 5 7 B j$ 5x6 2xa 11 20 11 2x4 11 3xa = 3x10 II 6.00.12 34 II 1 = 2xa 11 I 11 e 2 Q 1 2xa 11 9 = 2x4 It2x4II 2x4 11 3x4 = 10 2,50 FIT 2x4 11 22.0-0 7.6-0 14.6.12 1W 204-0 4 9 1 7-6.0 7-0.12 0-2.4 5-7-0 0-4-0 1.4-0 Plate Offsets13:0-1-12,0-3-01, - - - - - -19:0-4-8.0- 757-07 LOADING`Ipsf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 VertITL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 1 BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 1341b LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed. ROT CHORD 2 X 4 SYP No.21D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 - 734/0.8-0, 10 =1081 /0-8-0, 7 - 393/0-8-0 Max Harz 2 - 3540oad case 4) Max Uplift 2 - -3081load case 4), 10=-5141load case 4), 7=-218(load case 5) Max Grav 2=73511oad case 6), 10=1081(load case 1), 7=405(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 -12, 2-3 = • 1339, 3-4 = -1339, 4-5 = 243, 5-6 = 283, 6-7 = -78, 7-8 =17 BOT CHORD 2-11'=1244, 10-11 --32, 7.9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FRC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTekStandardGableEndDetail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 WAXMNO - V.,M des!" par asit sttre and READ NOTES ON7NO AND REVERSE SMS HEPORE USE. Design valid for use only with 1~ connectors. Thk design is based only upon parametea shown, and k for an Individual bulb component to be Installed and boded vertbolly, AppkfcbMy of design parametersand proper inowporaldon of component k responstbillty of building designer - not truss designer. Bias" shown Its far lateral support of IndMkJua1 web members only. Additional lerriporary bracing to Insure stability duing construction Is the iesponsiblitly of the erector. Additional permanenf brilrctng of the overall structure Is the responsibility of fine building designer. For general guidance regoiding fabrballon, quality control, storage, delivery, eiectlon and bracing, consult CST-&$ Quality Vaindard, OSS-89 Srooft Specification, and HIS-91 Handling Installing and Rroclnp Recommendation avollable from Truss Plate Institute, 583 D'Onotrlo Drive, Modkon. WI 53719, M iT r k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. O WEBS J5 Cr 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/8" from outside edge of O a X at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at I14 length(+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and 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 parallel9Pa grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top curds 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. 9 9 stacks of construction matertats. 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 G ® C I erection and installation of trusses. _ 1M Miitek Holdings, Inc. FORPM18,019 HYM041RO -.. Job Truss I ruse I ype ty y 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference (optional) s e I e n ustnes, nc. Mon mar 31 14:31:56 2003 Page 5.3-14 to-" 1 14-8-2 20-0-0 .2u1r1$0I 1.0-0 543-14 4.8-2 4.8-2 5-3-14 1.0-0 Scale - 1:36.0 4x8 = 4 5,00 52 2x4 2x4 3 5 2 8 it 7 Ig 3x4 = 8 3x4 = 5z8 = 10-0-0 20.0.0 10-M 10-0.0 Plate UffWts - - - LOADING'(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 > 999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2.8 > 993 ddl- 0.0 Rep Stress Incr YES WS 0.22 Horz(TU 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Nu.2D TOP CHORD Sheathed or 4.10-10 oc purlins. BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6-1004/0-1-8, 2-1024/0-8-0 Max Harz 2 =105(load case 4) Max Uplift6--429(load case 5), 2--4420oad case 4) FORCES (Ib)"- First Load Case Only TOP CHORD ` 1-2-14, 2.3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8-1430, 6-8-1481 WEBS<" 3-8--389, 4-8-536, 5-8--444 NOTES 1) Unbalanced roof live loads have been considered for this design. 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 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert, #6634 WARNINO • VerJ& deaf#n parameters and RRAD NOTES ONTWS AND JRXVER86 SMS BZr0Ra USE. Design volts lot use only with Mfrek connectors. This design is based only upon potometsa shown, and Is tot on Individual building component to be installed and loaded vertically. Applicability of design parametea perandproincotpoiallon of component k tesponsibOy of building designer - not truss isdesigner, bracing shown tot loteiai support of Individual web membets only, Additional lempoiary btaaing to Insure stability duil ng oondiuctlon is the tesponsibllity of the erecloc Additional permanent bi4cing of the overall structure is the iesponslblilty of the building designer. For genial guldonce iegaiding fabrication, quality contioL stoidge. delivery, etectlon and bracing, consul OST•86 Quality Iandard, D$I.89 Bracing Specification. and NIll-91 Handling Installing and Bm racirm RecommondallonavailablefroTruePlateInstitute, 593 D'OnonMklo Do". Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly t3l,- *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property e securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaQ other. o WEBS J5 o 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 cc and embed fully. Avoid knots and wane plates 1/8"from outside edge of v o a X at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chordssplices I/4at panel length(+ 6" from adjacent joint.) u C, u 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 Welk/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 gradeg 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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, TM PANEL cuP erection and installation of trusses. OO 1993 M tek Holdings, Inc. FORM076,019 tLWO 1Ai1. ® u WRO_-.`N - .. Job russ Truss Type ty y 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference (o tional) sFebr e Industries, no. on Mar age 5-3.14 10-0-0 I 14-8-2 20.0.0 1211 1-0-0 5-3-14 4-0-2 4.8-2 5-3-14 1-0-0 Scale = 1:36.0 06 = 4 2x4 11 2x4 11 5.00 12 3x4 i 3x4 2x4 11 3 - 5 2xd II 25 d II o II 26 z 6II y 7 I$ c 1 3xa 27 2x4 11 10 2x4 11 2x4 11 9 2x4 11 8 20 11 28 3x4 _ 2x4 11 7x8 = 2x4 11 2x4 11 5.3-14 10-" 14-8.2 20.0.0 5-3.14 4-8-2 4.8-2 5.3-14 Ste Offsets..[9:0-4-0,04-81 LOADING`(psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Verii -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 > 999 SCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 St LC LL Min I/deft = 360 Weight: 124 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purfins. 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 li OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 902/0.8-0, 2 = 902/0-8-0 Max Horz 2 a 107(load case 4) Max Uplift6=-373(load case 5), 2=-373(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD'- 1-2-34, 2.25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6.26=-1514, 11 BOT CHORD 2-27 =1326, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard liable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 Ile uplift at joint 2. 6) Girder carries hip end with 2.0-0 end setback 7) Special hanger(s) or connections) required to support concentrated load(s) 15.71b down and 10.0Ib up at 18-0-0, and 15.71b down and 10.0Ib up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase s 1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2.27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (Ib) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic. #45 10 i1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 w.vtMNO - %trM design par+anMtters wW R&W NT0=8 ON TWS AND ltCVZJtS115 BWB BJr")= IM& •••• Design vaNd too use only with MiTek Connectors. this design Is based only upon parameters shown, and Is too an Individual building component to be installed and loaded vordlcaty, Applicability of design parameters and proper Incofporaton of component Is lesponslblAty of building designer - not hues deslgnet. Biaoing shown h for loterat support of Individual web members only. Additional temporary bracing to Insure stability duiing conshuchon k the responslblllty of the erealol, Additonal permanent brbclnq of the overal structure k the responslblIlly of the building designer. For general guidance regarding Wbilcaton, qu*My conhol, storage, dellvefy. stetson and bracing, consult CST." Ouably Standard, DSI.89 /racing Specification, and HIB-91 Handling Installing and $ Ing Recommendation availm o ablefrotrussPlateInstitute, 583 D'OnonDrlve, Madison, WI53719. MiTek® Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/. *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 1/9 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc other. o 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 i/s" from outside edge of c o a h at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsPlaces r/4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall!JoI t/Plate Placement Chart. FARM EST 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. 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 engineer, M iT@k® 15. Care should be exercised in handling, TM Z® CMEILCLIP erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 OANIQrNAtL ® f7mRojisp e ` Job russ Truss Type Oty y 14673747 DR1965F CG SCISSORS 1 1 Job Reference to tion8" sFebI e Industries, nc. onMar 31 14:31:57age 4-0.15 7.8-0 10.11-1 i 15-0.0 I 1e-0-0, i--1-0-0 ) l 1.0-0 4411-15 3-5-1 3-5-1 4-0-15 1-0-0 Scale = 1:28.4 06 4 5.00 12 2x4 — 20 = 3 5 e 2 5x8 = 6 i1 7 I$ 3x4 ; 2.50 Fi2 3x4 7-" 15-0.0 7.6-0 7-6.0 Plate WfWts : : : - - LOADING`(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 T,CDL 7.0 Lumber Increase 1.33 Sc 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1at1C LL Min I/deft - 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4-SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4'SYP No;2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Harz 2=-80(load case 5) Max Uplift 2--340(load case 41, 6=-3400oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2.3=-2090, 3-4=-1625, 4-5=-1625, 5-6--2090, 6-7=10 SOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8 = 969, 3-8 = -394, 5-8 =-394 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL-4.2psf; BCDL = 5.0psf; 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.k6634 O wmmo - V-' f dedPn parrnrnrRess and RUP 1V0728 ONI TKIS AND REVERSE S M BEFORE USE. s rss rID Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is to an Individual building component to be Installed and loaded vardloolly, Applicability, of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the ereator. Addillon it permanent biboi ng of the overall structure is the iesponslbMV of the building designer. For general guidance regarding fabrication, quality control, storoge..dellvery, erection and bracing, comutl OST-88 Quality Standard, 081-89 Bracing SpecMlcaaon, and HIB-91 Handling Installing and Bracing Recommendation avollable from Truss Plate Institute. 693 D'Onohd loDrive, Madison, Art 63719. M Tek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, a"'*For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 cc U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 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 nA Indicates location of joints at which bearings (supports) occur. MiTek® A® FORW 8,019 awMa-Nary ® HMNO,A/A(1) General Safety Dotes Failure to Follow Could Cause Property Damage or Personal Injury l , 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 Ix joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, IM TM PANEL CUP 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. o russ Truss Type ty y 14673748 OR1965F J ROOF TRUSS 14 1 Job Reference (o tionV sFebr e Industries, nc. on Mar age 1 0 0 7.0-0 3 Scale = 1:17.7 5.00 12 2 4 2x4 = 7-0-0 7.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2-188fload case 5) Max Up1ift3=-213(load case 5), 2=-138(load case 4) FORCES gb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert./6634 AWARMO - VerW design pummetem and READ NOTES ON TWIR AND REVERSE S11M BEFORE USE. esrerswr Design valid tot use onty with Mliek umnectors; this design b based only upon parameters shown, and b tot an InclMdual building component to be Installed and boded vetWc*. Applicability of design parameters and proper knowporation of component It responsibility of building detlgnet - not buss designer. &acing shown is for bteial support of Individual web members only. AddIflonol temporary brackna to Insure stability during condiuctbn is the responslblilty of the erectof. Additional petmahent bilackng of the overol shuctute is the responslbMy of the building designer, rwr genenol guidance regarding fabrication, quality controL staage, delivery, erection and bracing, consul CST-gg Quality Standard, OSI-89 gracing spealncatlon, and NII-91 M Tek Handling inhaliissg inhalingand11mcRecommendationavailable from Truss Plate Institute, S93 D'Onohb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 * 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 eachc1 other. O Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate aall-- joint and embed fully. Avoid knots and wane plates 1/a" from outside edge of O a at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromCpanel 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 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 gradeg specified. to slots. BOCA 86-93, 85-75. 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, f no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional y Welke engineer. 15. Care should be exercised in handling, OM TM PANEL` CLIP erection and installation of trusses, I Mitek Holdings, Inc. FORM048,019 taArrri-++wL ® HYMO-A,AM Job Truss Truss Type Qty Ply D R HORTON 14673749 R1965F J1 MONO TRUSS 10 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2D02 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 1 1 0 0 1.0.0 1-0-0 1-0-0 SeaN Y5.8 2 6.00 12 1 4 1-0-0 2.4= 100 LOADINGNpso SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190 KCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 1 0 0 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=177/0.8-0, 4=9/Mechanical, 3=-17/Mechanical Max Horz 4=46(load case 4) Max Uplift2=-117(k)ad case 4), 3=-21(load case 5) Max Grov2=177(load case 1), 4-9(load case 1), 3=26(load case 4) FORGES (Ib) »first Load Case Only TOP CHORD 1-2=28, 2-3=37 SOT CHORD2-4=-0 NOTES 1) Wind: ASCE 7-98 per F802001; 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. # 6634 WAItMM - vet ftdesign paranseters mid R&W NOT88 ON TWS ARID RIME E JIM B&PORE UM. Design volkl tot vets only with Welt connectors. This design Is based only upon poiameWs drown, and k tot an Individual buNding component to be Inslalied and loaded vertically. AppNaobYty of deslan parameters and proper incapotatlon of component is tesponsb>1Nty of buNdng designer - not bust cl* ogner, Stacing shown Is for lotetal support of Nldvldual web members only. Additional temporary bracing to insults stabgly duting constructlon k the tesponsbgty of the etector. AddNbnol permanent brbol of the oveloN Ntuctum Is the tesponsbilly of the bullding deslpnet. For genetal guidance regatding fobtloailon, quality control, storage, delNery, stectlon and Wacing, consull CST-ee Quality Standard, 031.89 broaing Specilloolk n, and HIS•91 MiTek® HandllnaIrntalllnaand. racing becommerdalbn avallable Isom Truss Plate Institute, $93 D'Onohlo DtNs, Madison, W I $3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 4 *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 1/6securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each caQother, 0 WEBS , J5 Q 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 1/8" from outside edge of o a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords splicespI/ 4 atpanel length(+ 6" from adjacent joint.) C, II - BOTTOM CHORDS Thissymbolindicatesthe5. 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 AT THE LOWEST JOINT 7. Comber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel rode gspecified. 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, 0$ 00 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 engineer. M iTek® 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 R/KU i-1gLL ® NYDRO,A/Rt , Job russ Truss Type ty y 14673750 DR1965F K ROOF TRUSS 4 1 Job Reference to tipnal) ACCU-SPAN-T I, , sFebt o n ustries, nc. on Mar age 1-0-0 5.0.0 1-0.0 5-0.0 3 Scale = 1 13.9 5.00 12 2 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Ven(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Ven(TL) -0.07 1 > 237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3-155/Mechanical, 2=335/0-8-0, 4-46/Mechanical Max Horz 2=137(load case 5) Max Uplift3=•149(load case 5), 2=-126(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4 - 0 NOTES 1) Wind: ASCE 7.98 per FBC2001; 120mph; 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. 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 A WARMNO - V•r{ jjf dlealyn piww xters and R&W NUMB Ox TWS AND JWV6R8a SIDS 88FORB LMR. Design valed for use only with MITek connectou. Thk design Is based only upon parameters shown, and Is for an Individual building component to be Installed and Waded vedloaNy, AppecoIssk u billyofdesignparametersandpropetIncorpotatlonofcomponentresponityof build" designer - not truss E" ldesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stobttly during construction Isthe responslbtely of The etector.'.AddRbnal permanent brbcing of the overate structure Is the responsbillty of the building designer. For general guldonos iegarding fabrication, quality control, storage, delvery, erection and bracing. coraull OST-aa Quality Standard, 030-80 tracing Specification, and HIS-91 Handling Installing and SracWq Recommendation ovateR able fromTrussRoteInstitute, $93 D'Ono6W Drive, Madison, WI53719, iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13z * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1 9 securely seat. J2 J3 J4 owner and all other interested parties.. AllA TOP CHORDS 2, Cut members to bear tightly against eachC2Q other. o WEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate ai - cc joint and embed fully. Avoid knots and wane plates t/a" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1 /4 length(+ 6" from coC, 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purffns 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, 93W13-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 MiT ee engineer. 15. Care should be exercised in handling, r1. PANEL CLIP erection and installation of trusses. IM Mitek Holdings, Inc. FORM018, 019 sl11i0-[AAA MWRO,AXR@ - Job ruse Truss Type ty y 14673751 DR1965F L ROOF TRUSS 4 1 Job Reference (optional) s Feb 19 2003 MiTekIndustries, nc. on ar s age Scale = 1:9.2 5.00 Fl2 2 1 4 i 2A _... - _ 3-0.0 3-0-0 LOADING Ipsf1 SPACING 2.0-0 CSI DEFL in poc) I/deft PLATES GRIP TCLL'30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 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) 1at LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz "2'-85(load case 5) Max Uplift3=-83(load case 5), 2=-121(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL =1.33. 2) Refer to girders) for truss to truss connections. 31 Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidis Budiman, Lic,N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert./16634 N WARDM - Vir{ fj1 dort4n paswa rte»t and RSAD N0TXS ON TM8 AND RBVZMM SM BRMRB V=- ww 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 vafllaally. Applicability of design parameters and proper Incorpoiatlon of component is tespombWy of building designer - not truss El designer. Bracing shown is for lateral support of Individual web members only. Additional lempaary bracing to Insurer stability durkrg condruction is the responsibility of the srectot. Additional permanent brtscing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quickly control, staage. delivery, efecflon and Wooing, consult OST•aa Quality Standard, OSS•89 Bracing Specification. and HIN-91 Handling Installing and Bracing Recommendation avallobls from Truss Plate Institute, 693 D'Onoeb Drive, Madison, w153719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propefty t3/4 *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 eachuc other. O WEBS J5 0 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of U o d at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at A panel length(+ 6" from adjacent joint.) u Cl C16 I. -* This BOTTOM CHORDSsymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 18 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. Plote 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, N 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 withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TU CPALIPE erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NYpAO,AiR Job Truss Truss I ype ty y 14673752 DR1965F M ROOF TRUSS 4 1 Job Reference Iv tionaU s e r e n ustrtes, ne. onMar age 3 1-0-0 t-0.0 Scale = 1:5.5 5.00 12 2 1 4 1.0.0 20 — 1-" LOADING lgpsf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL, 10,0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc puriins. 80T 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 Horz.,2-45(load case 4) Max Uplift3--2l(load case 51, 2=-117(load case 4) Max Grav 3 = 26(load case 4), 2 =177(load case 1), 4 = 9lload case 1) FORCES (lb) - First Load Case Only TOP CHORD 1.2 - 28, 2-3 = -37 BOT CHORD 2-4 = 0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 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 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARWNO - VerW des4n pawn ittm and R&W NOTES ON TWX AND RXVZJM SIDE SEPORd UST. isaar rQD Design valid tot use only with MRek eonneators. This design Is based only upon porometen drown, and Is for an IndMdual building component to be Installed and loaded vertically. Appiloobl lty of design parameters and ptopei Incorporation of component is responsbillty of building designer - not buss designee. Sracing shown is fa bteral support of Individual web member only. Additional temporary bracing to Insure stability during condiuctlon is the Responsibility of the erectpt. AdGBlonal permanent btbaing of the overall shuetute is the respon"y of the building designer. For general guldohoe regceding fabrication, qualtly control, stotage. delivery, eeectlon and bracing, consull OST-88 Quality Standard, DSR-89 Rrooing SpeollIcatlon, and HIS-91 Handling InstaRlnpand RlKtrooRecommendatlonavailable from Truss Plate b Institute, 683D'OnoeDrive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4410, 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. J2 J3 J4 owner and all other interested parties.. 8„ TOP CHORDS 2, Cut members to bear tightly against each other. O WEBS J5 o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate aQ joint and embed fully, Avoid knots and wane plates 'Is" from outside edge of o a at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords rcespfr/4at panel length(' 6" from adjacent joint.) ce C, BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 puffins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, te unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or food 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. Mi! 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. 4 1993 Mtek Holdings, inc. L CLIP Job Truss Truss Type Qty Ply D R HORTON 14673753 DR1965F S ROOF TRUSS 2 1 o al ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MITek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 4." 6-3-5 9-IG-13 1.5-0 5-3-5 4-7-8 ail5 7:15.5 3.54 12 3x4 3 a N 2 5 2d It7 8 5 3.4 = 20 = 5as 9-10.13 5 5 4.7-8 LOADINftsf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190 T,CDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 95-1 oc bracing. WEBS 2 X 4 SYP Ni REACTIONS (Ib/size) 4=308/Mechanical, 2=514/0-115, 5=429/Mechanical Max Horz 2=228(load case 2) Max Uplif it-249(loadcase 5), 2=-217(load case 2), 5=-123(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-8=24, 2-1=24, 2-3=-1070, 34=64 BOT CHORD ` 2-7=1001, 6-7=1001, 5.6=0` WEBS 3-7=166, 3.6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially,MW FRS 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 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Irltrease=1.33, Plate Irxrease=1.33 Uniform Loads (plf) Vert., 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.74D 5=49.5 Junaidie Budiman, Lic.#45 11 i1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARMNO • V.,W ditsign uraniwttsr aaunt RC.M NOUN ON TRW MW R=VBRSX SM BZli t= Design valtd tar use only with Muck oonneoias. This design is based only upon paramsten shown, and is for an Individual building component to be Installed and loaded vertically, Applicability of design parani and proper Incorporation of component is iespon"y of building designer • not puss designer. Bracing shown is for lateral support of individual web members only. Additional tempoioiy bracing to Insure stabMy during constwctbn is the issponsibpdy of the erector. Additional permanent briscing of the overall shucture is the responsibility of the building designer. For general guidance isgording lobilcatbn, quality control, storage, delivery, erection and bracing, consult OST•66 Quality Standard, 001.89 Bracing Specification, and RIB.91 Handling Ins ina and Smalling Recommendation avolPlats obiefromTrussInstitute, 583 D'Onofilo Di", Modison, W I $3719, MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/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. O J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 0Z joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a at joint locations, truss and vertical web. a O 4. Unless otherwise noted, locate chords livesP 114at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Jolnt/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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 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, uPEL erection and installation of trusses. 0 1"3 Millek Holdings, Inc. FORMO18,019 onnrrs-n+na. HYDRO -AIR ® , 4 14673754 DR1965F I S1 I ROOF TRUSS rH, LONGWOOD, FL 5.000 s Dec 17 2D02 MRek Industries, Inc. Tue Apr 01 11:05:0 2x4 = 1-5-0 LOADINGi psf) SPACING 2-M CSI DEFL in (loc) Udeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 887 9CLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) tat LC LL Min Vdefl = 360 Weight: 7 lb LUMBER TOP CHORD 2 X 4 SYP No.21) BOT CHORD 2 X 4 SYP No2D REACTIONS (Ib/size) 3=-40/Mechanieal, 2=193/041-0, 4=6/Mechanical Max Horz 2=47(load case 2) Max UpIND— 0(load case 1), 2=-175(lood Case 2) Max Grav3-25(load cam4), 2--193(load case 1), 4=6(load case 1) FORCES (Ib) • First Load Case Only TOP CHORD 12=29, 2-3=.24 BOT CHORD 2-4=0 BRACING TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; parbally,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1 2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to4=-14.1 Junaidie Budiman, Lic.ry451 1 Mi7ek Industies, Inc. 14515 North Outer Forty Dr1i vi Suite 300 Chesterfield, MO, 63017 Cert. N6634 AWARMG - Vorft de,tyn pwanwt,r, and R&W NMUS ONTars AND rWVZRS6 Sena 82111ORE Lads. 111001. 6 Design valid tot use only with MITek connectors. This design Is based only upon patometets shown, and is ton an Individual building component to be installed and loaded venlcally. Applicability of design potametem is tesandptopetIncorpowflonofcomponentponsloiRly of building deslgnet - not hues design.. Siccing shown k tot Metal support of Individual web members only. Additional temporary btacing to Insure stability during condtuctlon is the msponsibUny at the steclot. Additional petmansnt bibokng of the ovetol situctws k the fesponslbRRy of the building designer. rot general guidance El regarding fcbrloatlon, quality contiot st Loge, delivery, etecilon and bracing, consult OST-86 Quality Standard, DSI-89 Imeing Specification, and HII.91 M iTek® Handling Installing and tracing Recommendation available from Trust Plots Institute, $83 D'Onohio Dive, Madison, W 163719. Symbols Numbering System General 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 theplatestobathsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachI other. O J5o3. Place plates on each face of truss at each QFor4x2orientation, locatea Z joint and embed fully. Avoid knots and wane plates I/e"from outside edge of 0 a _ 4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chord s ices I piceat /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9i90 12. Anchorage and/or food transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of pints 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 MiTe(® engineer. 15. Care should be exercised In handling, T1 PAINEL CLIP erection and installation of trusses. I M Milek Holdings, Inc. FORM18,019 aw+io-wain.0 NMROAIRo - 4 - - 0 o I D • tl F If zoo bo-0 1 — — V A r, N r- : ALL BEARING WALLS TO BE PLACED I J. L 1 PLY HGR. IGTIC E f ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS i PRIOR TO SETTING TRUSSES.. d 2 PLY HGR. IENIGNEMM DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. d 3 PLY HGR. SIGNED APPROVAL X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: S " LOAD: SHINGLES CCU SPAN CUSTOMER: D R NORTON t2„ A407A-32t-14W4O\\\BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BRG BLOCK M K A9 All A13 A15 A17 A19 A A A 1 A 1 A A O A o AIW y _ la A A A A 14-0-0 BRG. IN ENTRY 14-0-0 A2 CLG. A2 VOLUME ; AGl CLG.' B BIG CAULK BETWEEN H.W. I e7 32W0 CONCRETE WOOD BUCK s BACK WIDTH) C-37-OK-1 BUCK BY OtUNERS MASfk9iY EnING %T MAS'Y. OPENINGSTOTHERS / BY OTHERS INSTALLATION 3/16'IA. TAPCONONEBYWOOD3/16' VIA. TAPCON D Ikfl CAULK. BETWEENWINDOWFLANGE BUCK BT OTHERS ST O 6 WOOD BUCK. I I.1/a• MIN. BY TUNERS a a EnBE DnENT SHIM AS REO'D- w 1/6' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD INSTALLATION ANCHOR TYP.) 3/I6' DIA. TAPCON Stucco BY OTHERS SHIM AS REO'0- 1/6' MAX GLASS Q r IERIMETER SCE NOTES3 TYPXSEE NOTES) CAULK ST. OTHERS FLANGE TYPE FLANGE TYPE WINDOW FRAME WINDOW FRAME. JAMB CAULK BETWEEN RIGID VINYL HEADER WINDOW FLANGE PERIMETERWOOD v GLAZING BEAD 6 BUCK CAULK Vim (TYPJ GLASS BY OTHERS R DOv TYP.) (SEE NOTES) V.W. fGH(i1 WINDOW WIDTH) BJ(. SUCK CAULK BETWEEN WINDOW HEIGHT) FLANGE 6 PRECAST SILL W/ WU.KEM t16 ADHESIVE CAULK, DR APRV'D. fa. SECTION B—Bj FLANGE TYPE PERIMETERAq CAULKS[LL v(nDOv FRAME BY OTHERS W.W. BYOTHERS c A SECTION ANOTES. -A 1) SHIM AS REEO O. AT EACH INSTALLATION ANCHOR. MAX ALLOw.EeLE SHIm STACK TO BE 1/4-. D 2) 34NDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR. MUST BE OF SUFFICIENT ON TOr— MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE 16) USE SIUCOHaZED ACRYLIC CAULK BEHIND WINDOW FLANGE A' HS•O A .Ames. SILL MUST 6E ATTACHED TO THE SUBSTRATE wiN D V(7LKEm I16 ADHESIVE CAULK OR APPROVED EOUAI U I5) USE SiLICONIZED ACRYLIC CAULK FOP. PERT R SEAL ArtmLNf, W.fi EXTERIOR OF wm1DOw F!A'C r 6) IF EXACT WINDOW SIZE r NOT USTED IN ANCHOR CrAR7 USE ANCHOR GtJANT;rY USTED wTH ME47 LARGER 5B17 FD r APPROP A7E DESIGN PRESSURE REO'G. 7) GLASS tNICKNESS MAY vAPY PER TY: OL'FF MENT> OF A -vE1300GLASSCHARTS 6) L+?TEP CESIGNATIONS ON THE TARCON OrATICN C APT inOu- WMC t TAnON ANCHORS Ar1Z TO 5E INSLIy ? 'Ar4m J . -E T I EXTERO- LE`VAtON AS A KEY J 9) ALL FACTORY APPLIED -'OL: S NOT OESIOrtA 7 TOR TA. CN ANCHOR SHOULD BE FK -D wT - O PROvT" MIN / ! A EMBEDMENT lwo wwo EuCw..1- 1O) FLORIDA E xT ImE ! J3 /.. wrvt RCiry SPRIN SEPI A >O APP•JE ORBO [ RL '+1' _-CO SEPIESI :A /rL,, i E> = NG _ kUNCION 1;) WHERE srx„O vIS— sTRUt' / 1' ALL CAULK BETWEEN WOOD BUCK 6 MAS' Y.. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL DUCK ILOCATIONS IN HEAD LOCATIONMF. GSIZE SIZE 30Ps- TO 4& 4lw TO 70PSF 30PV TO 4cov 12 Ba 1/8 X 25 B Q F.G13 to 4/3 9 37 3/6 6 8 FA to 1a //a X 49 SA 6 B F.G145 1a 1/3 x 53 1/1 g g F,G 15 is 1/8 X u B e f,G16 1a1/a x 71 6 8 F.G17 ra1xf1n2 25 1/2 x 25 8 e IM3 25 1/2 x 37 3/6 8 8 F,G F.G IH6 25 1/2 K N 5/4 e 6 F.G F.Gl1J IH15 25 3/2 x 55 l/1 B 8 FA F,G.MJ 1N5 25 3/2 X 62 6 6 F.0F.G.HJ IM6 25 1/2 X 71 6 B F CF,Gx1M7251/2 X 83 13 1 g F,GJ.K F,GJ:K 30 1/2 . 25 29 1/2 X 25 30 1/2 . 38 3/8 29 1/2 X 37 3/8 6 8 F.GF.G30 1/1 . 50 5/8 29 1/2 X 19 5/11 B B F.G F,GJ1J 30 1/2 . 56 1/4 29 1/2 X 55 1/4 B 6 F.GF.GlU 3D 1/2 • 63 29 1/2 X 62 6 6 F.GF.G.Mi 30 1/2 . 72 29 1/2 X 71 8 6 ' F.G!(J F.G.H) 30 i 2 . a. 29 1/2 X a3 e 6 F.GJ.K F,GJJI 36 X 25 23 36 : 37 3/6 e a Fwc F;G21 3s X a9 Sro 8 e F/: F-GJ(! 245 36 x 55 I/1 6 Q F.G F.GJ(J 25 36 x 62 8 6 F,CJ(.I F,GAJ26 35 X 71 8 9 F.GJUO:U.GIV 27 36 X a) B 6 F,GJX fFNHE1J,K 25 61 x 25 37 3/8 F FFZJ aa2. 50 5/8 1 x .9 5/a e 8 F.G F,G.H! 42 . S6 I/. 1 X 55 1/a e fi J1 F,G,1 F,G,MJs2 a 63 at X 62 8 B F,GJI.1 O.CF,G."i a2 . 72 41 X 71 g Q F,GJUO.E.F.G.HJ2 1 x all a F G .K F,G,H.IJ.9 aB 26 17 x 25 5 A.0 3/ 3 7 X 37 1/t 6 A.0 F,C F,GJM! 6 . SD 5/t a x .9 5/3 a AC ay. 56 1/. a7 X 55 I/• a A.0 i,F.G F,CN! 1 + 53 a7 X 62 B A.0 F,GJ(J O,E.F,Gl1ias • 72 a7 x 71 n C F,GlL1 D.E.F.CH,, a7 x a3 a FG19 DEFC-.I,IK 32 52 1/a a 25 11 AC Fr F.0 3352 Va X 37 1/8 D AC F,C F,C,M! 3. 52 i/t K .9 5/a 6 A. i,C.N! F.G.H! 3.5 52 1/8 x 55 I/• Q A.0 F.C:H.1 DEa.C.H.I 35 32 t/a x 62 2 A.0 FC.H,I O.E.F.0Hj3652 1/2 x 71 a A.0 F C,H! D.E.F.G H! 37 1 52 1/- a 63 A.0 I F,CJ,Y. OE.F.C.J.K.J.K 31 SINOr A-A-le.LE INIL100 OR 15G0 SERIES. FLORIDA EXTRUDERS s Ki a' TITLE: I NS- i A 7i E:NEl:p 7 J LTUN 15l)O 000 DRAWN BY: I A??P,OVE7 81 SCALEDWC.7LEX00! 4. 3yOTHTHfER3xS 9 INSTALLATION— C110R SCREW (TTP EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEAD EXTERIOR PERIMETER CAULK BY OTHERS EKTERIOR FIMISH— By OTHERS 28 INSTALLATION — ANCHOR SCREW (IrP.) ST£AIHING J BY OTHERS I' wN IBEDKx 4' NAK NB 1NSTAlUTIDN CAULK BEHIND FIN SMIN SPACE ANCHOR SCREW (TrP.) SHIM AS REO'D. TWO Br FRAMLMG BY OTHERSTWOBYBUILDSEENOTES) DOWN By OTHERS CAULK BEHIND TIN FIN FRAME JAMS NOTES: Slue AS Rf0'D. 1) SHIM AS REO'D. ADJACENT TO EACH NtSTALIATON AnCHOR WITH LOAD BEARN(G SEE NOTES) SHIM. MAX. ALLOWABLE SHIN STACK TO BE I/4-, GLAZING (TTP. J2) WSOOW FRAME MILTERML- ALUMRIUM ALLOY 6D63. SEE NOTES) 1/4' MAX 3) USE SLJCONIZEO ACRYLIC CAULK SEH" WN(OOW FIN AT MEAD. SILL & JAAISS r NBL SNW SPAR 4) USE SIL COWED ACRYLIC CAULK FOR "PERIMETER SEAL AROLOO EXTERIOR OF WIN001Y fRAME. EMERfiII OFS) CLASS TININGLIE MAY VARY PER THE RULATING OUTA CLASSGLASSALSSTMOCHARTS. SN4GL:E GLAZING K SNOwH, a1SLKATN M. CLASS IS ALSO OUALi1E0. SHEAi1NNG 6) SCREW NJCNORS AT MEAD. SILL & JAmSS SHOULD DE /8 SCREWS OF SUFFICIENT BY OTHERS LTN. TO PROVIDE MN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE IS SCREW ANCHORS 6' FROM CORNERS AND 24. O.C. MAX. EXTERIOR 7) Ell" DOWN AROUND CURVED PRTK)N OF WINDOW FRAME TO BE ENONCERED BY EXTERIOR FINISHOTHERS. BUILD DOWN MUST BE OF SUFFICENT STRENGTH TO ADEQUATELY By OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, T1I15 PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &,2000 SERIES. PERIMETER CAULKWiBTH9) ELEVATIONS SHOW COMMCONfi)URATIONS. IT IS NOT WENDED TO LIMIT USE OF ONBY OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FLIED WINDOW FRAMING SYSTEMS. r1 B'S 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UrdTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOILREMENTS. GLAZING ( TTP. SEE NOTES) 1N FRAME SILL SHIM AS REO'D.— SEE NOTES) / SI191 SPAri r a 3r EXTERIOR ELEVATION 3, OTHERS I 1 CAULK BEHIND =IN 1' KIN. CIEN VUI: ' V ri CTSEC i iL'' e,-fi Pp1AtA° iC' t 1. w ITEXTERIOR EL _VATION FLORIDA EXTRUDERSISANFORD, FLOR TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED W1.* DOW 1000, 1750, & 20DO SERI DP. AWNBY: BB APPROVED BY: DATE: 02/14/02 ISCALE :NTH jDwG.: FLEX0037 ONE BY BUCK BY OTHERS CAUILK BETWEEN vINDOv - HYANGE i SHEATHING FLrvnoD arP BY OTHERS EXTERIOR FIHOSH BTMERS PDOETER CAULK J BY OTHERS VANDOV FRANC HEAD EXTERIOR vDNOV FRAME - SILL PERIHETER CAULK BY OTHERS j EXTERIOR 1 FtNI&NBYOTHERS INSTALLATION ANCHOR 1-3/B' MIN. LTD SCRCV EMBEDMENT DUCK ViDTN -rl:Ti MAX. P( SPACE BUAD:DOWN BY OTHERS HMSO APPLIES tK i TO SITU AS REO'O. AT EACH INSTALLATION AND OAR WITH LOAD SEARING SHIM. mAx, . By OTwoTHERRµ ALOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL.: ALUMINUM ALLOY 6063. 1-3/B' MIN. 3) TAPGON INSTALLATION ANCHORS AT SILL MUST BE OF SUFnCENT L7M. TO ACHREK SHIN AS RE" EMBEDMENT MID. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. /10 NSTALIATON ' (SEE NOTES) SCREWS AT NEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3x MN. EMBEDMENT INTO 0000 FRAMING AND BUILD DOWN WERE REOUI ED WALL43 N ANCHORS & SCREWS TO SE PLACED 6 N..fROM CORNERS & 24 IN. AQO.O.C.MAX. •; . ... `:, ,H, .. ... - .. WINDOW FRAME ., 4) USE SKIOOHNIED ACRTUC CAULK SEHIO WINDOW FIANCE AT MEAD. SIL & AMASS. - JAMB 5) USE SILOOMM ACRYLIC CAULK FOR PERNM SEAL ROUND VITERIDR Of 1/4' MAX wNDOIr FLANGE. ... , .. •.. ,- :. -GLAZD G N;TYP o5 6) CLASS THICKNESS MAr WARN PER THE HEOUIRfMF.M'S OF ASTMiE13oD CRASS . ^ SEE OFFS) ,^z, s _ SHIM SPACE CHAIR'S. SINME GU21NG IS SHOWN. WSUMQNC CRASS -SALSO Ot7RttlFED t 7) SULD DOWN AROUND CURVED PORTION or WN60W FRAME TO SE ElNCI EERED BY OTHERS. St" DOWN MUST BE OF SUFFICIENT STRENGTH 70.ADEOLWELY TRANSFER LOAD FROM WIDOW TO THE STRUCTURE. .. .. 8) FLORIDA EXTRUDERS 1000 SERFS DESIGNER WINDOW SHOWK THIS PRINT ALSO .. APPLIES TO FLORIDA EXTRUDERS 1730 SERIES & 2000 SERIES. 9) ELEVATIONS SHOW COMMON COtNFN URATNONS. IT 13 HOT NaDIDED TO LIMIT USE Of THIS PRODUCT TO THESE TWO COHFTG M11ONS. INS SHEET APPLES TO ALL PERIMETER CAULK SHIN AS\REOD COWXM411006 THAT CAN BE MANUFACTURED FROM THE 1000. 175E & 2000 BY OTHERS SEE HONES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV VIDTH MULLION, SEE MULLION INSTALLATION SHEETS FOR REOUItEMENTS. SECTION B-B GLAZA16 ( TYP. SEE NOTES) SHIN AS REO'D SEE NOTES) T L I/,- NAK SHIM SPACE EXTERIOR ELEVATION CAULK BETWEEN J Q VINDDV FLANGE Q Q I BUCKWOOD0D1- 1/i -CENTRAL FLORIDA B.0.A.F% CAULK BCTVEEN EMBEDMENT WOOD DUCK L uFAc BYB1S R NARtT, MASONRYOPENINGONEByvOOD :•Nj `:J11JJli L\KtF2Fi BY OTHERS BUCK BY OTHERS RASTER r. d7n.J i( CONCRETE OR SECT ION A -A k MArLJI ER FILE # HASEINP.T IN: TALLA i oluANEADR BY OTHERS 3116Di- IAPCON 1 B 11 B A EXTERIOR ELEVATION CAULK BETWEEN TUG BY DUCK L ADp IE By OTHERS FLORIDA EXTRUDERS ISANFOR , FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER FIXED VIND0W 1000, 1750. S 2000 SERIES DRAWN BY: DB I APPROVED BY: DATE:02/ 12/02 SCALE:IVTS DWG.: FLEX0036 I SHEATHING By OTHERS SHIN AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE L SHEATHING INSTALLATION ANCHOR r8 SCREW TvO BY WOOD BY OTHERS v1 1/N' MAX. SHIN SPACE DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB t arm " ' HIN. ' EMBEDNENT TEMPERED CLASS STUCCO OR SIDING tTYP.) BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK By OTHERS PERIMETER CAULK BY TEMPERED OTHERS q GLASS CTYPJ DOOR HEIGHT SECTION B-B so IOA uDF.RS _ . . AST SLIDING GLASS DOOR FR `HE 1 D MAX. SHIN !,FALL TWO By WOOD 1-1/8 MITI /— BY OTHERS SLIDING GLASS DOOR SHIN AS REO-D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR 68 SCREW CAULK BETWEEN DOOR FLANGE t SHEATHING SHEATHING BY OTHERS TEMPERED GLASS — STUCCO TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK INSTALLATION AAXHOR a SCREW TWO BT WOOD BY OTHERS TCCAULK BETWEEN STRIP L SHEATHING SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-1/8, Mm EMBEDMENT I APPR NUT%S: U DOOR MATCR.IAL A1w~ ALLOT 6063L ZT XB IMSTALLATTCM SCIMWS MST TIC OF WFIC.tENT LENGTH TO ACKICVE MIX ENXLENT 0: I-I/S' INTO VOOD. TAPCON TTPE INSTALLATION ANG6TS AT SILL MUST PC OF W:KIENT LENGTH TO ACHIEVE TIN ENBEDNEHT IT 1-1/1' INTO MASC0 I OR CONCRETE. INSTALLATION ANCHOR CHART ON SACK 6 THIS SHEET. 1 USE SIL ICOMIZED ACRYLIC C.A. 3EMIMD DOOR :LANCE AT HEAD S AwMS. 51 USE S0.ICCMIZEO ACRYLIC CAULK FOR PERITETER SEAL AROUND EXTERIOR OF DOOR. 61 IF EXACT DOOR SIZE IS MOT LISTED IN ANCHOR CHART. use ANCHOR DUAMTITT LISTED VITN TEXT T LARGER SIZE. FOR T1E APPR RIATE DES RETSURE IF.O'D T71FORPOCKETDOORSIZESUSECLOSESTITPASSDOORSIZELCOKIGURATIMt0 FDIISNCD CPCNIMG. B PLACE INS TALLATTOM ANCHORS. I. FRONT DT 1OOK STRIP AS SROVTT 1 Br GLASS TMICKNESS My VARY PER REOUIREMNTS O: ASTN EI300 CLASS CHARTS. 91 DOOR WIT IS APPROVED USING TCNPIRCO GLASS IM SDELE RAZED OR IMSULATMy GLASS 10) / A11./ / SILL CO2MERS ARE TO DE SEALED VITN A SMALL JOMT SEAR SEALER 11 SHIM AS REDD. AT E. SET O: INSTALLATTON AH_MCRS. HAX, ALLOWABLE SHIN S1ACX TO DE VA', 1Z) ALL IMSTaLLATIO. ANCSOPS nXJST BE MADE IS CORROSION RESISTAMT MATERIALS. P A " T)1 V1ERc R. AR -SENT rOVtMG PANCL AND L' REPRT.><Hti FIXED Amu WED j CUftGVR TIC>H. ARE L STED tf1 -04X CKAMI DN 9ACX a' TMS S C_T E x TER ! O R ELEVATION t•1 MO.TALL EOKIGARATIDN LISTED ABOVE W_ SMJ / ON TNtS NIAWiNG. NMVER TNSTALL.ITOM SECTtOH2' A-A'.'9-9 L MOK STRIP DETAIL APPLT TO IMSTALLATIEW 1i ALL APPRO'FD NBED. N; CSNIGUP TIA.. DI"1/A' HSN. 151 FLORIDA EXTRUDERS iDOD S_Qt SLlmNc (LASS OCOR IS ipowX THIS PRINT KSD APPLIES to 2PANELDLTPS{OWN 20M SERIES AID 5N SCRI-S O A i A v D IBERALLT APPLY _ T CAULKING UNDER SILL OF. SET SILL IN BE. — INSTALL A`10NANC.HOP OFCt7NCY_ TC ?/IS' D TA%CON S=CTiu, ti A- Fr 3 2002 P.Ev DESCRIPTION DATE ,INS F L P 1 D A INT EXTRUDERS SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH 98 SC rCWS DR-I. WN BY: U I APPROVED BY: i i ATE: !21!7101 ISCALE. HE MDWC icLEXX27 S:i I O 2xex3/e _- low Ssi. - 1 itC - - TLs lR.LLI}14 - c TUSE. F l i ai TYPfCAL VF_.F.T;CAL TC F--Ck ZCNTIAL MULLION TJ Mj1-L`CN _ Jfii' ({YFJ` n Ve`B (TYP.` _ se X .2 SELF nb ,X i/2 Ste. 2 x 4 X .3/6 $5PING5^4 . ix Z +. TAPPING- SMS TFF 7Ufi£ HtJLItQN r ' r. t low 1 _ 3` k'ArrT Be. t-7c.{ a}.. x2-/2 SELF czsie 7)iPAi1 SNt i #8 X 1/ w.,.w l ' r iAPflt2 SMsc fT'Ottil A AiZ) a z; TAJ ise SECTION w _ _ _ .-. •. _- . x c 7/26 a( i/8 2 X 2 7/26 X 3/6 ma ' 8 E TUUBC MALtl]rt ILK TIRE . LdiJt qyT ti+ n _ ` r 1000 Sh .IAI Y it8 X 1-1/2 SELF S1Yf'7 3 3J15 { W H (TYPJ j %nmmw ,TT S 7frPPIT SHS 41& MULLMN - SECTION A — A (7) t6 x 2/2 SELF TAX ,l/2 SELF TAPPING SMSTAPPtf+ SriS ,-:_.. Pfc£LAST St4L `Ind r4I r BS7%tLi/1RY#Pt ATEVCALANTvm" ' •ESFLANGESVLNDGV !C .Li7TApao'- SMSMXLCN 1/ Sr r} YuXi ^ '_ • ., ff A7*S3Ti0hAL-CIS Yk'M rg—•_ x L ai TAPPING SKS + SECT? ON A -A Q), SECTION r.-A ;41 A — — xax re /-TLX4X3/8 1- e--1 i PTO FUSE WLLIL+ rt 0Sri jM.'LtiLo I i F04EZ- MCI.' iUG9 S.S. Cj x LX 3 i:R t lrExrtnTFoKAL .jNC , 6 FLORIDA EXTRUDERS sANFORD, FLORiDA e6 x /: S. L.' ge X ?/2 SELF Tic-pl,G sus TAPFI?ii+ sus :c= ? C+UG%? Ou t HNGc - ..,ALE I T1 V R T i CAL ML! L ON INTO r?OR I ZGNf k _ FOR,'j- L_ 3iGN cRr' SCUrP.rlii.?T:L.S s, rC' rvauN Pv. >•' - i APPROVED BY: T i yP<- A, MULLION TO Co?4CRETE 0 JAMS SEALANT DE-P-MEN' r ' 00. P.WDESIGNER (Apr -LIES To JAMS WHERE I . 4. DF-r &IP vINDov n.ANGES SILL (Trr.), 2, X, 4- rjee MULUONS ARE USED). L KILLID4 —000 r--W-/DESLGKR SILI. fTYr ea X 3/4 SELF #S X 3/4 SELF TAPPING -- i:yTAPPINGSMSC014CRETEORMASCulay TAPF!NG SBYOTHER INSTALLATM ANDIOR 3/161 4APCON =REV ANCHM -(TVP.)- I x -a -,X Ve 7Xe YUB- KJLLWN: "EXTau6rmrJMCT ;s 04 SEE 0 2) 5ECTl0N A A j (1) 100 F.W./DESIGNER SILL (TYP-) 00 p.VJDESIGNER SILL (TV.) LL (TYPESELF 9 x 2/4 SELF $2 X 3/4 ts X 3/4 SELFTAPPMGSKTAPPINGSMS TUBE KJLLMN X 2 7/16 X 3/8 TAP?= SMS X 2 7/16 X 1/8 X 4 X 3/ K TuBc mu-m TUBE MULLION WEWENT--- SVE_&4L&14T SEALANT RETWEEN r* WINW4F n —Jrw s INMULLIUMN v A t2X3/4 SELF A018XSitSELFSA* TAPPING, S)oSIwovi. TAPP%Gj SIMS WAD ITYP.) TYP.) SEALANT sRETWEEN SECTION A —A (3) SECTION A -A (4) VImWW FLANGES kLLLM = P.W./DiESICNEIR SEALANT SVIAEtiI 1000 F.W.iOLSIGNER I 1S! (7YP.) SILL (TYP.-, W11400W FLANSS - I — i/-08LWLLIGN S X 3/4 SLLr, X 3/4 SELF TAPPING SMS 4 X I TA.*P!NC Sms I x a x 3/8 x 2/4 cv, 91. X SEL;- TAP,-!`Z S 7 yP J, 2 X 3/4 SELF TAPP' l-Yj SPS HEAD (TYP.) SFCT;C',N A —A _U7 Ei EVArIC v.-EVJEI) FROM EXTERIOP WERNAL, JNC- TLORIDA EXTRUDERS sA"oATIONRD. mRmA TrrLE: 1 500 rFLANGE SHEET I OF F- TW Nl HORIZONTAL MULLION SECTIONS f: U 21 FOR PRESS, IRE CAPAC 1 Tl E= D?-.XWN BY: m JAPPROVED BY: r--, -.'. Li r-. T I I J, 000 F..J ESiGh i SILL (iYF.) e x 3/4 SELF TAPPING SN,S TUBE Kil-LION SEALANT BETWEEN d WINDOW FLANGES' t muLLION SEALANT BETYLUil 9 \--Re X 3/4 SELFWINDOWFLANGES \-•1nEGG s_.APPWi SMS t FPJLLMN tis i•1kAB (1 YP.) SEALA.'1T BCTWEEN W(WIIOW FLANGES SECTION' A —A (l) t x,LLI N lGGG P:./DESiGNEx SILL (TYP.) 02 X 3/4 SELF TAPPING SMS 1 X is 7/16 x 1/8 F'—'1n11 , TUBE MULLION SEALANT E WINDOW FI t MULLION kB < 1/4 SELF 1C00 S:H. TA -PING SNS l+EAD (TYP.) SEALANT BETWEEN !-;) WINDOW FLANGES t K;LLION P,W./E IGNER SEALANT BETWEENI-S(i.l. (T'Y%.) vINCOV FLANGES e ( ?;a C . L rtk OIx 1 ; APPINli S .s 4 j r ! X X ,/A IOGG PSJ./CaES? NER SILL (TYF.) r-kR X 3/a SE!:F TAPrINC. SMS iX2X,';i8 NEE S.jLL:DN 9 TYPiCAL MULLION TO CONCP.EII E E JAs/= AcPI!ES 7O JA:!D YthERE ! • X • j' Tt i! yc 4 2- X 4- TU8E RtMULLJONSAUSEC; Q I CONCRETE 0r2 HASCNRY BY CT--ft- i Iq iLLATICN ANCHOR 3/'S' DIA. TAPMN SCREW ANCNCR MP-) EXTERNAL MULLION ONE BY WDOD__/INSTALLATION CLIP BUCK 9r OTHERS i CENTRAL, FLOMA B. O. A. F. 49 X 3/4 SELF TAPPING SMS MANUFACTURER NA E: lCGCS.M ItEAD ( TYP.) J!R/DA gx-mgv2gRS SECT! ON A —A (2) MASTER FRlE # 6 IGGG P.V./DESIGNER SILL ( TYP.) X 3/4 SELF 1G^G P.V./DLS!GNER eTAPPINQ, SMS 1 X. 2 ts X 3/e SILL (TYP.) f TUBE MULLION r xe X 3%4 S F I_ , iAFPI'vG SN4S 1 X 4 X 3/8 TUBE MU_LIGN SEALANT BETWEEN YIN4r= W FLANGE t iv":ll_IDN a SELF TAPPING SMS HEAD ( TYP.) S CTKDN A —A 4) r- 1000 F.W./DESIGNER SILL ( TYP.1 i /,- fie :( 3/4 S_".:F. TA=- F:NG SMS_ 1 X 4 X 3/8 t 3/ 4 SEL7 . r Y_ '4 FLORIDA EXTRUDERS INTERNATIONAL, , RDA Q + I I-.- 1 1/4• MIN. EAZcEBHENT w ^_ LION, TITLE• C:Y inno/ i7Qr: -I qy SHEET i Jr _ I f1 r 7•'TI.'T 4i .I 1! I ' CY r_ IC 1 ! J== J. V i DROWN PY: i•i'_'.^ AP?&OVED BY: no DAD.: 1 •'` i.0 PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh XS 66762 MIAMI-DADE COUNTY. FLORA METRO-DADE FLAGLER BUILDI' BUILDINC CODE COMPLIANCE OFF] MMO-DADE R.AGL R DUILDt 140 wmrr VLAGIXIt TlItri11-1% SUrIl: I MIAMI,1q.ORIDA 33130.1 305) 375-2901 FAX (305) 373.2 trrIL%c."rott yei NstiYc:li-mm 305) 373.2527 VAX (305) 375•: t:oa•rtL(-rott >•:'Nt)IiCl:,11FrY•r at'ta 303) 373.21)" FAX (305) 373.: t•ttot)uc r cotyrnot. utvta 305) 373.2902 FAX (305) 3724 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials tend Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I 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 t pproval, if it determined by BCCO that this product or material fails to meet the requirements of the South- Flor Building Cede. The expense of such testing will by incurred by the manufacturer, ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2006 haul tcoangucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE 4.0 PRODUCT REVIEW COi\•IMITTEE 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 Minnti-Dade County, Florida under the conditions forth above. / Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06105/200i Building Code Compliance Otlic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: _ Sl'CCiFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptancc No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 21 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-!V/E Inst ing Gtazecl Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets i through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active icafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protcclion system (shutters): the installation of this unit will require a hum, arolection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptancc, clearly narked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflic:ial or the South Florida Building Co- SFBC) in order to properly evaluate the install ion of this system. Ntanu 1 Pcrcz, P.E. Product Co ro Exam: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 52001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for temiination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd 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 Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any Section of this Acceptance shall be cause for termination and rcmova! Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF •CMS ACCEP' ', NCL Manu Percz, P.E.'Product Contr :cam Produ ntrol Division COP-WL-MAOIOO.02 FIBERGLASS DOORS Glazed Units 6'8" Height —inswing 70" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3'6" Not Listed Not Listed I — I — I2'8" X0, OX, OXO I j 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17' 3'0" + 17 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2'10" + 1'0" 1'2' + 2'8" + 1'2" I IT+2'8"+1'0' 1'0" r 37 + 1'D" 17 + 2'10" + 17" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10' + 2'10- 3'0' + 37 + 3'0" XX, OXXO t 1 i 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + TV + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 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 & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bui?ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, A202 & PA20. 0 C ak aft AR4EK'" 1'111 M1a(', I.A t[ hKiltY PCION[ Nee.i NFMrtle"Iw"7D— PREA4;2"ii,r:, Aw 1 79. 70Q7 o..,..e o.e.. / 0., CDo.. "^0 Plow" DI w 0WC1 0010,tmtM "Cl 1peblKNroDl, Oetipn MO pa&Al Masonite In te r n at Io n a 1 Cor por a ti o n 441A :whim ID ChD1.0C' .nhow RwLe. COP-WL-MAOI DO-02 FIBERGLASS DOORS Glued Units 6'8" height — Outswing 2,0" 2'6" _ 02-041 &03 X 2'8" COP-WL-MA0161-02 (Application filed) 55.0 NO 2'10" 3'0" 3'6" Not Usted Not Listed - X0.OX, OXO 1 2 8" + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'10" + 1'0- 2'10" + 1'2" J'C" 3'0" + 1,2" I + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Applicalion Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 7707. 2'8" a1'0" l'O" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" I 17 + 3'0' + 1'2" 2'6" . 2'6" - 2'6" 2'8" + 2,8" + 2'8- TIC" +2'10"+2'10" j 3'0" + 3'0" + 3'0" XX, OXXO 21" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 78" + 2'8" 2'10" + 2'10" TO" + TO" 76" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" 137 + 3'0" + 3'0" Notes- 1 . Dccr arrangements using fewer panels than what is shovm in the above chart alsocomply under the product approvals shown. 2. Assembly details are available from the Masonite Warnstional website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.rnasonite.com) or from the technical center. 4. Aclual design pressure requirement for a specific building design 8 geographic location is determined by ASCK 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Mlaml-Dade 8CCO protocol PA201, PA202 & PA203. U Oa•k i aff AR K I .n..w I Al I h111 NV VOOR{ WM.wN W..el.n r.'" Ch:•' a OWC&A.eV"aMofsoeefto;om.aSig.V4;M$.a Masonite International COrporatior fto ; ei-a to 0,~ w41gM Note. E COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing ro" 2'6" 02-0423.01 X 2'e" COP-WL-MA0146-02 (Application Filed) 40.0 NO 2'10" — 3'0" 3'6" Not Listed i Not Listed i - — t Xv. OX, CXO XX, OXXO 2'8" + 1'0" COP-WL-MA0148-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 3'0" + 1.0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0149-02 COP-WL-MA0147-02 02-0423.01 Application Filed) 02-0423.01 Application Filed) 40.0 40.0 NO NO I 0" ` 2'10" + 1'0" 17 + 21" + 17 1'0" + 2'8" + IT I + 3'0" + 1'0" 1'2" + 2'l0" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 21" + 2'8" + 2.8" 2'10" + 2'10" + 210" TO" + 3'0" + 3'0" 21" + 21" 2'6" + 2'8" 210" + 2'10' 3'0" + TO" TV + 2'8" + 2'6" + TV COP-WL-MAOI W2 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" + 2'l0" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels tear what is shown in the above chart also comply under the product approvals shown. 2. Assembly detail's are available fromi. the Masonite International website (www.masonite.com) or from the technical center. 3, irslVation instrections are available frong the Masonite International website (www.masonite.com) or from the technical center. a. Actual design pressure requirement for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonde International structural, cyclic, air. water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oakcraff AR IEK" elas.x ,I.n;cs r:nr"r nomlt w.r«"..r.w.s.."e,.ro«.. V,('/pN a ' • F:ai N. 20:2 r•a••.... Oa.na «n l;I t?:1.'Iu1G TC73^ 01 WO(iufl HfpaOVGM'MTi1Q7 S01_i1R::M'f. (tS.p' : 7 .'II:.:1 Masonite international Corporation a• s,r..n,r:.a(c w9i0u: m.'M!%Q. r Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing Masonite International1e' COP-WL-MA0166-02 02-0423.03 Application Filed) OP Rating 47.0 I Impact'1. NOX 1th) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO multiples (width) 2'8" + 1'0" masonite international COP-WL-MA0168-02 Mianni-Dade 6CC0 02-0423.03 Application Filed) OP Rating 47.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + VV COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 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" + 210" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 21" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Q Oakraff F'INCNC1.ASS KNTKV UOOMS NwT"""•eM•.e4re"rrOw rr E/Vi ai..l.litiJMN o•2002 Maso ite International CorporationOureaM"w+q popnl" oforodw imaa•elllelx makes spaNkw+olu, dsWn e"e e•oa"a WWSUW 10 ChvVe Wow trace. COP"WL"MA0100"02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Pasonite International COP-WL-MA0101-02 Mianni-Oadd 6CC0 01-1031.01 DP Rating 76.0 Impact Rated NOX Singles (widlh) 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" masonite international COP-WL-MA0103-02 miaml-Dade BCCO 02-0109.10 Application Fled) OPRaling 55.0 Im NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 3'0" + 17 37 + 1'2" 1'0" + 21" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Fled) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 17 + 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" 37 + TO" + 3'0" XX, OXXO 2'8" + 2T COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02.0109.10 Application Filed) 55.0 NO 2'8" + 2 8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 210" 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 OCCO protocol PA201, PA202 & PA203. A Oak raft te.1•e MVKIE'" t.e1"n.eh l,o." Fink"CL. N.1; #1.11l DOORS HMwr "f^"1'O^.'. ( ) A rd29•=007 ur Masonite International Corporation OWCo Wm •p mopam a Noaoo +nolovemtn mares soaaca *U. On'" a"d o,000cl Dead $"oKtt Io C.~ .~ nM" Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Arrangement X Ing, 2'0" T"MM. COP-WL-MA0121-02 01-1031.02 76.0 r NO 2'6" 21" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0.OX. OXO Multiples (width) 2'8" + IT" V,lasonite International COP-WL-MA0123-02 Miami-DadeBCCO 02-0109.09 Application Filed) OP Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + TO" + 17 17 + 2'10" + 1'2" 1'2" + 37 + 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 78" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 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 8CCO protocol PA201, PA202 & PA203. 13 Oak rr-a_ff AR EK'" ,..,.....,, r.a. w . Wr GLASSDOORSFItlM.NCI,AiS ENTRY DOONt Tww.+fMN"4+1'C— AW +29• Masonile International Corporation Our eonanrdrq proprn a product iap e"Wa M aQkft speCACO ons. otpr end aodua dew U"a 10 nwge WMeoa rat". Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing X 2'0" COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO Multiples r 2'8" + 17 1nal COP-WL-MA0108-02 miami-Dade BCCO 02-0109.08 Application Filed) OP RalinU 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 210" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL4VWl09-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + TO" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak xaff EK- MIT.- YINVNOLASS FNTkY DOOMS Aprd 2t 2OW OW COMMMWO W*W M 01 WWUO MVWM10 M Makes 3Ve0ftM n dts,pn W gpdua d"ad s001M" aw".0.0w Oct. mod.// « Masonite International Corporation FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing International. COP-WL-MA0126-02 D.1• 02-0109.07 Application Filed) 1, Rating 70.0 Rated NO ItSIM13411IM11 X Singles 1r4asonite 2'0" 2'6" 2'8" 2'10" TO" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples [th) 2'8" + 1'0" masonite internationalMiami-Dad COP-WL-MA0128-02 1 02-0109.07 Application Filed) OP Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" TO" + 1'2" 17 + 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" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" IT + TO" + 17 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201, PA202 3 PA203. 0 Oak;raft a.n c".ree AR EK'" [ul".iwry Lo•+ w,,.. .x. VI"V.kGLAii KHT.V IrOO1t5 MNF'Mw"b`vl Dew. n/ . rvN y' n oeMitr oe«. Api 29.2=Masonite International Corporation ow comftW pOp OM W P00W "Pt"p"tU miAp SpK tal . oe$gn W4 wo" dMA SO" 60 Chow '"Ahm .06ce. X Unit TYR UNIT 8'8" UNIT 15/16* 17.1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" 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 (ANSVBHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: i. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Aprtl29.2002 Masonite International CorporationOwcww%p" W"rom or aoaucs mao.emwa make$ stK ikal9 . oes" 04 010" dnaa sooKa 19 ch"t wihow *Nice. XO or OX ilr Unit SINGLE DOOR WITH 1 SIDELITE UNIT 8V UNIT 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. RRoughOpening Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and it wood screws or 3116'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. A,p,A29 2W2 Masonite tnternationat Corporation 0". (On,.r. ^^r ; 0%r n, N UOW'1 +re.0.entM .Mef t0ec.14:O-0nt. MOO w .l %O d0 MA sowv10chmw -00A •Otte. MIQ-WLwMA0004-02 Unit SINGLE DOOR WITH 2 SIDELITES 15116T' 817" /8T MAXIMUM ON CENTER TYP. CountMinimumFastener 6 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" t e I Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA 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 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apri129.2002 Masonite International Corporation W a Wao w woo." .rowrKn• "wn uree..caon•. Ony" 0.0 aooun 0" $WAtCl to :N.V w~ nWAR. OXXO Unit DOUBLE DOOR WITH 2 SIDELITES CL TYP. TYP. TVP. TYP. I ll ll 1 11 ll 1 1 ll t jTYF r rr rr r rr rr r rr rr rr 61r 13- UNIT 8,r UNIT 5/16' 17-1/8" MAXIMUM ON CENTER TYP. f t T f t T t t 1 1 f f f T f f Minimum Fastener Count Rough Opening • i 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. April 29,2002 Masonite International Corporation 0. CoAanv" wowam of ww" •"wo+aoao mares $Wd< fqm. 0MV a w w00,K14" 10KCf 10 C"W wNhQW W" XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size - 6'0' x 6'8- Design Pressure 52.0/-52.0 L br iced water unless spatial threshol0 design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirenwnts for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as oo am ao as no H as log Series 133. 135 Series 136 Series 922 Series 1/2 GLASS: 0 n as as as as as as 105 Series 106,160 Series' 129 Series' 12 RA.. 23 RIL, 20 RA. 107 Series' 108 Series 304 Series Series' Tres puss kit may also be used an the following door style: Eyebrow 5•pand with SOON Qak raff ARkEK" r..r.....r. r,oM W.uA•t. •1+ e•a4.ItJ , aHUCOWLASSl'NI RY DOOMS aae•T•+aM rWeY+Env0— Apia 29, 2002 Masonite international Corporation ow tonw"" eweram et We" . .Voomem makes feetdocatim. desgn and erOdod OtW Sytoo 10Costae *Anew WO XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e04 Series e10 Series 109 series 114, 120,122 152 series 149 series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AR EK 1. ., 1....,.1.. AULKULA:IN LNI'kl' IlIN1N N.mT..u N fa,.,ku Crory [)aa" U.' Vn a a April M2002 Masonite International Corporation Ow cwt" aoram Dt erpow .mwoeemem m k" sWoka oft seep- W4 om" eeud We" 10 ~90.00,A WN e' XO or OX O' ' I L Glazed Inswing Unit r APPROVED ARRANGEMENT. 0 0 L--j,. U 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 Madmum unit size . 611.1t 6B" 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 re tubemerds for a specific budding design and geographic location is derormGled 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-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: as an on nn nn 9 an 100 Series 133. 135 Series 136 Series $22 Series 1/2 GLASS: nn nn nn nn nn nn 105 Series 106.160 Series' 129 Series' 12 PA. 23 RIL, 2e R& 107 Series' 108 Series 30e Series series, This glass ¢n may also be used ul the following door style: Eyebrow 5-0,1W with scroll Oak raft AREK" r..r ....ry 1.. l— ,,,. 1-T.+...r* r."[.Mo— PR WaZ' 1'l.LKCLAIS LI.'1'"Y U04191 April 29.2002 Masonite International Corporation OW COMu -; OrdWA" 01 Wedl A OIWO+ WM n19" WWtN .-$. d -" 414 4—Cl XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao 110 404 Series 410 Series 109 Series 114.120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 20MOO Series 12K M 23FL 231. 450 Series W Strips 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability The above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakjE ARkEK I Is C '.I "I 1100t's N—T .. 4ob.sk. 1--y Oar. PREM0C=.11_' ar Masonite international CorporationApra29.2002 ow tom~Nprogramof Imogwei merowamam mak" Swc#ka4r0n& des goandproduct Mao $4^1 to Cha"t Whotil AoKe OXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size . 9'0' x 6'6- Design Pressure 52.0/-52.0 Untitled waterunless special Ouestmid design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Adual design pressure and impact resistant Feddbements for a specific building design and geographk location is determined by ASCE 7-national. slate or local building codes speak the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: as nay as as an 8 an 100 Series 133, 135 Series 136 Sexes e22 series 1/2 GLASS: nn on as as as an 105 series 106,160 series' 129 Series' 12 RJI. 23114- 24 RA 107 series106 Series 30e Series Series' Tips glass kit may also be used in the following door style: Eyebrow 5-panel with $croll Oakcraff A6-1 R kEK" F..I,...,.I.a- w..,. a...a.e. Tsrr..e.1 Hal M;LASSL"Nl'N 1' UVU1t1 rawtF..M.erMral,o F.vr d.v, PREMa .i... • n 0.. , o.. ApId29. 2002 Masonile International Corporation ow FOmarumg program 01 Wo" rrrorO,emere manes spec"Ic om. 0" r ant p00on d" so01tt1 to chow wrat0ut rroW OXO • ,t.al Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r as as e0e Series e10 Series 109 Series 114, 120, 122 152 Serbs 149Series 300 Series Serbs APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 1e9 Series 109 Serbs 120,122 Serbs 300 Series 24A. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR EK,. r..,.....,, ,.a F1Ul MeilASS Or+l'Ml' 00A MS rerw.A.w.arWN r^r ^ • PRfiN.' 101 D. rM Avid 29,2002 Masonite International Corporation Ow cw*- u" o"am ofwooua ioorore-Mm meets soeeifka*As. OnV ma pooun oeraasob*o achmw -efaw -Dace. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145.02 FIBERGLASS DOORS r O F Double Door with 2 Sidelites Maximum unit sue - 12V x 6'8' Design Pressure 52.0/-52.0 Umiled water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6Y. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and 90WBPW location is determined by ASCE 7-national, state or local building codes specify the edition reoulred. 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: C= CI aao no as an as 00 0a 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 a0 0o a0 0a 00 105 series 106. 160 Series' 129 Series' 12 R/L, 23 All, 2e RA 107 Series' 108 series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-1101net with scroll O&C aff AREK'- t..,-,...,.,.• 1`40t Xc LASS CNIR' DOORS M-A.v.M i.. .. [.v/Osw. S Apre29.2002 Masonite international Corporation OW coMw "woWam or W000a e"WoveRRM m kfi WKikJ4,M, deS,04 AM 010" onw SWxKr r0 irate! —hoW MMe. Oxxo Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series e10 Series 109 series 114, 120, 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 121.R. 23L, 450 Series 152 series 149 Series 109 Series 120. 122 Series 300 Series 2eR, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-OADE 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_ ask . rarffIr.1 AR 4EK" N'..,..I..I..n 1.••1 A. M"1:LA1\ LN 1.1 0-111.1 NwrH.ur.O"Wir.. E^ Darn PRrMO/V' A06129. 2002 Masonite International Corporation OwCoM~V IMOW W 0101o01M mWo"MM IINLes soKd"T . eeW me WWlun d"" swifto to "" w~ MI[f. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Maximum wit size - 6'0' x 8V Design Pressure 40.0/-40.0 Umiied water Wass special 8uestoW design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistard rerfuirea"s for a specific building design and geographic Wation is detamMed by ASCE 7-national, state orbcal 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: 1/2 GLASS: n 00 404 Series El 108 Series Oakrraff AREK'" 1:11Jt'RGLASS En l'R\' DOORS 6-7 + a • EaD 9.". K; Apia 29.2002 Masonite International Corporation 0w c".ft.np vopam ormooucr .mao+emem m*es swdecatons. design ano Wodun oeua sub eo to cmmee .ml"w,". XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 952 Series 300Series 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). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Qakcraft AR EK IIUI"t l•\. 1:N 1"\ I)1IIlM. Ma.T...AeiMryl,"Cwv/Osa. PRF/t'fv /wnr Am* 29,2002 Mason le International Corporation OwOft" "JWWM a peewt "Vr* a ne"1 "wet SVVAKAVM. *SW tna eloellcl 00* 4 SU0^1 *0 ow" W"" MiKe XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size , 67 x 8'0' Design Pressure 40.0/-40.0 t rutted water unless special itoresllold 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 geograptk Wagon is determined by ASCE 7-national. state orlocal building codesspecifythe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 1122 series 1/2 GLASS: ti,, n 0o 404 series 108 SOr1e5 Oaklraft AREK'" T. •...« 1 e .a 1'10PN1:1,A1. q,Yl'BV 11111-RI Wnb•va r+•.W. 1,--0— Apn129,2002 ow Comm" olow,rm el Koaucl .na.pyrnlrle nukl wm4ii;•1.Dn3. Onion aria plyolltl erl.0 $ 4RC1 W C"Jnar wd10W M16e. E.dv.:.elr r.o. Masonite international Corporation XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series Sou series APPROVED SIDELITE STYLES: 7Z T 450 Series $52 Series $to Series 000 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak,raff ARkEK" FIBERGLASS L•'N'TkV VOONS Ilon:,..war'a.'rb•r^•1 Open • April 29,2002 Masonite International Corporation Ow COMft p poeram of p0e9n morovrmHa m^,$ SM#"wns. asWane Wooun erYa S.D.W to C"..annul nWKe . OX0 Glazed Inswing Unit 8909' FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 2 Sidelites Maldirlelrl W*"• 9T a 0'0' Design Pressure 40.0/-40.0 United waterunless special ftmhold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific buAOirlp design and geographic location is determined by ASCE 7-national, state or IOW building codes spealy the edition regWred. 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: a as e04 Series t» oa oa 622 Series 108 Series e U O akcraft A \ 4 Eic l..Iw:•.ry I.o., C,. 1'ItlL N(:LA [\ I;N"1'N\' VI)llll.[ .a.n.Tu M fMrpxlwr O.«I PREMJVn%..%n.. / • Ayra29,2002 Masonite International Corporation ow tontMll"Wwam 01 pl00W elxo"ffft N mats sel dcmem. etsv" am WOW 4904 $.W to 1:70pt "t- W Iwte. OXO O, tl to t Glazed Inswing Unit r 81'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 77 810 series 3W Series APPROVED SIDELITE STYLES: S 450Serles 852 SMes 810 series 3W 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: TEST:1NACCORDAMIAMI-DADE202 COMPANCITY, To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1/ / aat 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O aak+- AREK'" .,....,y r..T R I f F 48tiRGLASS UNTRY DOORS t_T-dFowt"6 YD.— a • April 29•2002 Masonite International Corporation OmCOM+ke/eeropam or WOOM MWOVemeM makes SPtCft WMetsW AM em" oena s.oieo 40 comet "b" Mwce. OXX0 , , , Glazed Inswing Unit I 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Y„ntV Double Door with 2 Sidelites Malwmum unit size • 12'0- x 8'0' Design Pressure 40.0/-40.0 Umiied water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Ac1wl design pressure and impact msistant requirements for aspecific building design and geographic location Isdetermined by ASCE 7-national. state orlocal buildingcodes specify fhe editionrequired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0 El as IOe Series 108 series 0 O akcraft AR EK 1'IaCnG\AS\ L'N'1'91 1)(1,)n\ II'—T...v.O rMrrl.r 4wrOewr S UIW r\Y i N Ov. I,e 0...• April29.2002 Masonite International Corporation out CWe.m"Iq Wopram of Woova +npoeNhlNd mWS aYtsswill , design aM W~ dgetl dew sutoCf1wwMNh wW<e. OXX0 t , L Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: to series 300 Series APPROVED SIDELITE STYLES: 450 series 852 series alto series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft W rr...l .a..n /t<•IareJ c.' Ova .Ooo Masonite International Corporation AR EK" I IIfIN(:lA(ti I: N'1'N\' nn/lN\ wsn.li•an ars.•V.N bNrr Oew. April 29,2002 Ow CaaNl.aq erepam of p.dd•O a DIO.en"aa males SM01 C014M. desgn and pledatt floe UAM 1• chmve WW . 0-tv XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit sin. 6'0' x 61' Design Pressure 55.0/-55.0 Umtled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant mquhements for a specific bullft 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 na aaa Elm 0o 00 00 100 Series 133. 135 Series 136 Series e22 Series 1/2 GLASS: 00 00 00 0o 00 00 105 Series 106, 160 Series' 129 series' 12 RA, 23 R/L, 24 NIL 107 Serbs' 106 Series 304 Series Series• This glass kit may also be used in the following door sale: Eyebrow 5-panel with scroll O akcraft; AFi EK . ,..I..,..L f..- rlel: NC:IA lWT"1' Uf141t Me.Tta.wW FMrCY-fw/OoM. O Apre29. 2002 Masonite International Corporation OW cpxvry'ne GaW&T at eftAvC1 + Worrml'M rnries SOerdCM4 , Oeslen ON W OdvCtat., Su000 W C-3rW wWW 'OKt XX ! ' ' 1 1 Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: U na 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). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 ARIEK'- Oa c raft I:IU!"e:LASS L'N'1'"\' UU<)"S a-WMrMN"E^rl .^ M7fII a S April 29,2002 Masonite International Corporation Ow eom"w"q woww orpoeoq :"awemt"1Mon worm" umn. eem" xa moeou Celia S~ ltocftgt -1"40 no" M O' 't I Glazed Outswing Unit f 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maldmum unit size < 6T a ST Design Pressure 47.0/-47.0 UmMed water unless special 0weshold design IS used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actualdesign pressure andimpact resistant r"ukements for a specific building design and geographic location is determined by ASCE 7-rational, state or local buNing codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a as e0e series 108 Series 0 Q akcraff t AREK'" 11I11LIUG .ASS lNTRY VUORS N.Ti .Nr.AhD<.js".4p 0<pt /J/) iitL/r1 VI\1I.9p a S Apr11 M 20g2 o...... o.... Masonite International Corporation and aooow4" "ee Ixopttm o18"Odw o"Mtna vok"$PgcR.ct Woo,'" OtMA swat b ctove wama nob" O NOIN Ir l= 3 A E 111"io i 111 1111l Iltil 2 DATE: I ECN NO. VIEW t- REVISIONS DESCRIPTION OTY (1) WAS (2) FOR TRACK SOLI TICRQO EAL TO Darn ® DOOR SYSTEM woDo u 8LISTED1fiiD VAKIRABLEAsMOM MZ* C40 STEEL MOMIi WK TRACK 114CIDIM .aeo- TYPG OALV. STFFL 1RACE lI1ACIRf. 4) ACK TIR12 ls) TwACR 6RACME,S PER 90E. w a 11R TOP SIMIIE3 W NORUMITAL REPORT#96C6C 14CATION OF aPfOIML ' AM. A ` OPHONAL OUT SIDEKEYED I= rOwm I MVL Dorn sow - ws'-d NOTE 1. 1 LAID SCREWS m M CTNRRS l OA IKR OOOLLS Hi m r IEON Lroluni a 1) SBCIk7NS (( ))FROIR FRAIE WON O.V. 0 s 1Mr BE COUNTOMM coonsOVERr-o IKIDI COM96'T OF fs) liE1L'TIOIB (HOTSIIOWNSIIDWII). COATM ON OUTSIDE SURFACE (Bur wr as =) TO MOM A Fula+ ROUNIM ACE NOMmNLL !OURS 00 10 TR4NM 1810. 2.6 YELLOW PINE 0 T' 1NISE TSB IaA.ssOR SC8E1 MOLDED MIDE I/ B ACRRk LIE SUCTION 2-0 12 G 25 GL 1Ml Sim ONE KETMER j&3/4' PAN 1£O SCREW VIM ONE imCommWON0-44 ML (10 somews PER LITE) ATCT1016( p OALVAKbS10, BYQD-0MFROER. BLS) rn 24 CFMF% LN O-/9 WOOL d1CAETE) OR ANDA ^" "' FOLVESTER 1/41.4• OPM1 SIDwWs dN NCII/IOYFDCt.ODOC IBLE E l(xY K OTYWI j74a/ e' 91EQ PETAL sCREYIS O 71Pr3/ 4' 41f TAPPPO SIDEWS. 1a G FTO 141Iff4 SK G wmNfeulF savor leaLg TDOE_C LIOULOW BY DOOR MISTA ER fm SUTO IGYN. OALY. STEM END STILE 20 G V. STEEL MM Will p B7 Wu OrW. M" TOP MAT AFFM m RDM SM OF SIMM SILL DIVA I.tlCJIENP.ACES o9 14N. COfICREIE); ImIllm R1BT / ASIOER {OTe PER RO11— /B G GLV. STEEL COOFR TRACE 12 " ALA Si. TO O Ey maw molom T 4C WL MaER KDOVEWD Y CALV. STFil ilU/XfA57F34D m J t4 G yy,V. SF q R S F 70 NIFA. 5/SF5 w aj SOLLERrDNKMc /146 SIR.T MLTAL EACHSIDEOFDOOR12GRALV. SIM MACK BRACKETS. rAsiFNEw 70 ENO STILES fAW w!(4) . aMILS. IED) MS fj AAfUgH BRACtETATTKTEDw/(4) y4, S E (BUT /pT IIDOUIED) W P'ROYwEA FLL91TRA4ry( ATbtliD 1O EAa BRAChT fbd[ ET METK 9tl01'SNA ji4dlr SNFE'I ILETAL II fm SkMACE IHONZOIIML DO IOI 1) PER ETD RICE SNP W AONIS. WRIS Yam OIE //4•id/B• low & NUT I/aZ74 SE1F TAPPNO SfAWS SgRM. TISANM IDAD. OR TWO 1/4' OUL RYETS. OUTSIDE KEYED 4 G CAW. STEEL EM DID E2. OM 24M STM 10 BALL SIM AOLLOL SO" MAW D ENDHVICEEACHSERE4yg, ))py FSIOB1FiD. P£ PIIER. FASTENEDTODO . PREPARATIOII b' LIl4S BY OIIWIS. SFCTIdt C-C RAMA P.E. jMMS SIREW4) IaA3/B• Rim IMNOIE NORIN CATOL M P£ 023LIZ 3• TALL U-BNL t (4) i/rm,3/4- Fli LOCK BM ILNL Yim SSTRo So Ka TVAJFWM ` • l I`"" °PIIOK MAOCS ~ TILE OEMOF TTEE 7UPPatTBD SIAUcnwL aaAurts DESIGN LOADS: +24.0 PSF A -24.5 PSF aLAISIDE EACH SLOE 8E THE nLSPowseuTr aF THE eRaFssoRa ac TEST LOADS: +36.0 PSF & -37.0 PSF l-{ S " 3• UTL : 20 G OAI.V. SIEF1 U-BVlS END SIAOE BOLT MOM OF DOOR RECIDO PoR iNE BIBIDNC rn STWCIUTE AID TN AClA1DY1fE 3 a k CALYI BOLT SM OMM BLMAM COMES FOR OE SAWS ISIM ON 4WNML OWWWOM s0®w 4UID I- T/r r= ALL 20 E TWo u AA1s SIRE SLIDE ES aN BD"°'E7C OU-BAR$A`TTON "Off wo ' " THIS DIVN.p. .N .m A Adm SILO OD.DKO. PART No.: - A rf/' , WBN / 4" C sfTr TAPPED SOEWS LOFx ON c«r..AL Tr w.E... 1Adu4 aRL.a om..aa. 3T2 TTdmE a siE IST» IDEAL " ONSOIL . ETDaw TOLERANCES 4" T „;D OFDOOR. w aw..r, r ayE.r.L .0 - 2.03 OYtBB Orltt FWl IEL I-513-%2-35T4 S A -A ISOM NEWI WSW o KADI_T :DD SLOT SIK.A b tenMK• Fes+.. M. DESCRIPTION: MODEL 6RST W4 I6-0 x 8-0: 24/-24.5 DESIGN LOAD 13 G GAM STEEL BOTTOM BRMOEET. kbft ' °10I' Mb .GOO t..005 AtTAC11fD WHIN (3) j14a/r S1TEFl MEMO. SCREIr3. '"'" o000 - t.00t DRAWN BY: BMEE DATE: 4/I8/00 SCALE: NTS DWG, B Z — azL mwrl... t 1/2 ALLOMOTIIBASM /JC r"w AU — ' CHECKED BY: MYW DATE: 4/18/00. SHEET I Of T ZE A YrIYL YFAlI ERSIWIP' Projection 4 , w°tl "H"B+ncs: DWG. NO.: 102138 REV. NO. I 4 3 2 E Co Utllyl 3BUIl iK DIY. 4 4 1.5 L1 1 MODEL: 6RST (25 GA. STEEL SKINT REVLSLONS MODEL: 4RST (24 GA. STEEL SKINS M. No ZONE: DATE ECN NO: APPVD: DESCRWnON OPTIONAL OSS GLASS OR LISTED 1 M 11/LTD - tmW OTY (I) WAS (2) FOR TRACK BOLT 148 ACRYLIC UTES AVAILABLE 1) INTERMEDIATE STILE E SECTION 0-0) SKINCA LNN. E?RD STINTS ATTACHED TO DOOR HORIZONTAL TRACK SUPPORT ByATL / %. ( TOP k 84. cltl w11tt PATENTED TOG-L-t.00 SYSTEM -' Y n4ac 30 GALL ALV DOOR MUM" (TO SUIT) 1RELT4AFL (N DI4C r.,-. A Op. gpT{OA1 do CENTER). ZO CA GAMY. STEEL H 1! r f 11X { W r 1-7/6' T 13 GA. S EV. D TO FLAG BRACKET. REPORT#9606C 1 EACH FASTENED TO WOOD JAMB MAiF1 w/ (3) 5/16'xt-5/8' WOOD LAG SCREWS, STEEL SIGN COATED CROO rs LOW DOUBLE TRACKISLOCKLOWHEADROOM5 BOTH SIDES) APIDABAKED -ON POLYESTER 9w LAP aOMx O AVAILABLE AS AN OPTION TWO POINT LOCKINC TOP COAT APPLIED TO BOTH SIDES OF STEEL SIN. 14 u CAW. SIM HEIGHT -L- END eras *4 1hS 1 2' DALY. STEEL TRACK. 6 78ONE3' TALL x tETCH 20 CA U-BAR {SO KSI) 9RE¢TT MIN. TRACK THICKNESS. .080' PER DOOR SECTION. END SLIDE BOLT * 1) 1e SELF • 8-0 88ISTILELOCKENGAGES INTO VERTICAL x TRACK, ONE TYP. 2-1/2'xi2 GA GALV. SIM TRACK BRACKET. I .eis : .—.- FBI S LOCK ONb3' TALL art. LEACHQL "V. IM ( 4) TRAGIC BRACKETS PER SIDE. III "'^ EAC14 SIDE Sn U-av EACH -w ATpOmOPTIONALOUTSIDEKEYEDLOCKPOSITIONOFDOORIIpHIwo1/4 r3/4 St;IF m — MAK, DOOR WIDTH 9'O' saLrs ItiR SOLE LxxlwK LHR TOP BRACKET Mra_suLF e me BOLT DOUBLE HORIZONTAL T= 8' SHEET METAL SCREWS 11K-4(EI1! [ ) TRACK DONORS O4UP TO7'-0' HIGH CONSISTCOI aOF(5)4)SE NOT SHOWN). C TING .DACE eLYs 13 a GY.V. S1EEL 801TOU low HEADROOM OPTION 14' SELF C 1 2 x3 LAG SCi wS ON 24 CEIHTEitB. T Q.D. 1AIN, ! MEET 61OX SCRL11s i SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSLRBC AUr1nAw tDctNlrSlaH MR L'8.AS5 OR 1 w Lt1E0 SCREW 14 GA END FrNGFS 18 GA I4iER1lIDUiE HINGE (BUT NOT REQUIRED) 10 PROVIDE A FLUSH MOUNTING t WOL NEXINE7tSOW. 1/B' ACRYLIC LITE C, SURFACE SECTION 8-BVIEWHORIZONTAL44M00NOTTRANSFERLOAD. SECTION A -A (SLR YIE0 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xf-5/8' LAG SCREW PER TRACK BRACKET. 8x3/4 PAN HEAD SCREW rr11 VERTICAL JAMB A7IACHIIEI4T TC-90 BI.DL9R OR (10 SCREWS PER LITE) SEND2SIYN. COACtfl TE COLD : MOLDED INSIDE ISTOPMOULDINGBYDOORINSTALLER (TO SUIT) 3/B x4 SLEEVE ANCHORS ON 24s CENTERS (BOTH UlE RETAINER WEER. r 20 GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2.000 PSI NIN CONCRETE) OR SNAP LATCH ENGAGES STILE -4jT I1/4x4' TAPCON SCREWS ON 24' CENTERS (2,000 ONTO VERTICAL TRACK. 20 GA CALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ONSLEEVEANCHORS, 1' O.D. MN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSANK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLETRANSFERLam• OUTSIDE KEYED L 18 GA. GALV HANDLE ENDSTEELCENTERHINGESTILEF LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C C I.] ro INTER. snLEs w a I14 SHHEET LHErAL OUTSIDE KEYED LOCK LOCK tDCXINO2' GAIN. STEEL TRACK FASTENED TO J i 4 CA. GALV. STEEL ROLLER12GA. GALV. STEEL TRACK BRACKETS. FASTENED i0 END STILES FAL w 4) TRACK INSIDE HANDLE DESIGNATTACHEDTOEACHBRACKET /14x5 8' SHEET METAL SCREWS WITH ONE 1/4'x5/8' BOLT A NUT t4) 1%4'x3/4' SELF TAPPING SCREWS PER ENO HINGE. Ot1TS6IE LOADS: +25.0 P.S.F. A -32.0 P.S.F. LOCK TEST LOADS: +37.5 P.S.F. A -48A P.S.F. OR TWO 1/4' DUL RIVETS. SNAP LATCH LOCK OPTION t'x 2' DIA SHORT STDA, 10 BALL STEEL ROLLER. PREPARATION OF JAMBS By OTHERS. xK .xr A x,® PART N0.• - Lklxs STOW 01e..r. TOLERANCES 3128dr1 s IDl1AL Kkw.t A JAMB fyv4lQu"Tmr tiara°a wcae..r Id Kr 1 l3-3S1 E00SECTIONC-C / r .e w t.e...c a.4 0 tA3 Yes.3aaCSMr6e Fa Ns 1-513-MSN ROTE 2.: THE OESiCH OF i1 SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF i RECORD FOR .THE BUILDING OR STRUCTURE AND IN ACCORDANCE//•,lr WITH (X1itRENi BUILDI4G CODES FOR THE 1Q405 LISTED ON 1VARIC WES1tRfIEiD, P.E. / 'C JZ rw A.r sr.. r 4 Wr r... r,..r.... AO >• t.015 ADD t,00S Deva" 7 DESGRIPi'IQN: MODEL 6LRST w4 9-0 x 8-0: +25/-32 t>ESK,71 LOAD DRAIN BY: BMN DATE: 4/18/OO SCALE: NIS DWG•D THIS DRAWIrNC. FLORIDA P.E. 148495 Hare • CHECKED BY: MWW DATE: 4/18/00 SHEER I OF 1 E NORTH CAROLNA P.E. 123832 l proja - sw" ou—N.. owDsloms AaE IN vcH s. DWG, NO.: 102137 1 REV. N0. 1 4 3 Rase IML ) ra5ltil ] S:J 11: 7 wy. 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: => Permitting Office: City, state: Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. _ Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 42.0 kBtuft _ 1 _ SEER:I2.00 _ 4 b. N/A Yes 1967 112 c. N/A 222.0 ft2 _ 13. Heating systems 0.0 112 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr 0.0 112 _ HSPF: 8.50 _ 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=3.0, 1026.0 ft2 _ EF: 0.86 _ R=11.0, 28.0 ft2 _ b. N/A R=11.0, 302.0 ft2 c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 ft2 _ 15. HVAC credits PT, _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 7DE` oi2. DATE: 03.O'L I hereby certify that this building, as designed, is in ompliance with the Flo ida Energy Code. OWNERIAGENT: i/ _tt c. DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198 3 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Project Information For. D.R.HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 33617 Btuh Structure 24414 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 33617 Btuh Use mfg. data n Ratelswing multiplier 0.98 Infiltration Total sens. equip. load 24896 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Internal gains 1150 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 3100 Btuh BtuhArea (ft2) 1967 1967 Total latent equip. load 5724 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Total equipment load 30620 Btuh Equiv. AVF (cfm) 210 105 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 470F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 1383 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh Space thermostat Load sensible heat ratio 82 i 7 Wditalic values have been manually ovenWan Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wngihtsott Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 E:IFdesIDR HORTON 200219M1965.rsr Page 1 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) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 W x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 OF Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ftz Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 OF Summer TD 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ftz Total window = 8.0 Btuh/ftz and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 105 cfm = 3100 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bo dgalk values have been manually ovwddden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. e;t:. wnghtsaft Rlglxsulte Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 E:1FNes\DR HORTON 2002\1OW1965.. Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 MANUAL J: /III La, 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 It 54.0 ft 10.0 It 6.0 It 3 Room dimensions 31.0 x 13.0 It 10.0 x 6.0 It 9.0 x 180 ft 4 Ceiings Condit. Option 8.0 It heat/cool d 8.0 111 heat/cool 8.0 It heat/cool 8.0 Ill heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Ht9 I Clg W) Htg Clg ft) Htg Clg ft) Htg I Clg 00) Htg I Gg 5 Gross a 14B 4.6 2.1 1248 320 0 N.. 0 H. Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 HN 48 H.. H.. partitions d 0.0 0.0 0 HH 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 H.. 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0- 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0- 0 0 e 0.0 0 0 0 0 0 0- 0 0 f 0.0 0 0 0 0 0 0'"' 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South 0.0 0 0 0 0 0 0 0- 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 OA 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.51 8.0 260 7400 2081 75 2135 600 18 612 144 0 0 0 13 Subtotalloss=6+8..+11+12 30561 8048 H« 1334 N. 681 Less external heating 0 0 0 0 Less transfer 0 H N« 0 HH 0 N 0 N.. 14 Duct loss 10 3056 10 805 10° 133 10 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. ® 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 22195 4644 1129 417 Less external cooling 0 0 H 0 HN 0 Less transfer NN 0 0 0 0 18 Duct gain 1104A 2219 10 OA 464 101 113 10 QA 42 19 Total RSH gain=(17+18)•PLF 1 A0 24414 1.00 6108 1.00 1242 1.00 458 20 Air required (cfrn) 1383 1383 I WA 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrghtsoi Rlgtuite Residential- 5.0.64 RSR26016CM ltSE:\ FHes\DR HORTON 2002\1985\1965.rsr 2002- Feb-28 18:59:12 Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R i } 109 COMMERCE STREET; LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Job: 1965 11/16/98 MANUAL J: /tn ha. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 It 11.0 It 26.0 ft 11.0 It 3 Room dimensions 14.0 x 17.0 It 11.0 x 14.0 It 14.0 x 12.0 It 11.0 x 11.0 It 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 fli heat/cool 8.0 It heat/cool 8.0 it heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg 11P) Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Cig 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0'»' 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0'»' 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NEJNW 39.4 32 1261 16 630 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0.0 0 0 0""` 0 0 0 0»"' 0 Horz 0.0 0'»' 0 0 0 0 0 0'»' 0 8 Other doors a tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 164 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 2561 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 if" Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10 423 10°/ 192 10°/ 289 10 187 15 Total loss =13+14 4658 2117 3179 M56 16 Int. gains: People ® 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10°/ 271 100A 125 10° 160 109/ 125 19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 192 169 87 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. rA- 1vv"4Q t'>tsOft Right -Suite Residerdial- 5.0.64 RSR26016 2002-Feb-28 18:59:12 AMN E:WAestDR HORTON 2002\196511965.., Page 2 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 MANUAL J: (in t0. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 It 18.0 It 0.0 It 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 It 12.0 x 9.0 ft 4 Ceiings Condit Option 8.0 It heaUcool 8.0 ftj heal/cool 8.0 It heatt000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO, Htg I Clg ft') Htg CIg It') Htg Clg ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 12M 0 0 glass doors b 8C 37.0 54 19% 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0- 0 SE/SW 47A 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 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 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a I 2e.51 8.0 54 1537 432 33 939 2641 0 0 0 13 Subtotal loss=6+8. .+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Dud loss 10 OA 584 10 OA 366 109A 18 9A«" 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People @ 300 4 1200 0 J42M 0 0 Appl. Q 1200 0 0 1 0 0 17 Subtot RSH gain=7+8..+12+16 5127 240 Less external coding 0 0 Less transfer 0 0 18 Dud gain 10° 513 100 10 24 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 1.00 264 20 Air required (cfrn) 264 320 165 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C Right -Suite Residerdial- 5.0.64 RSR26016 2002-Feb-28 18:59:12 14W'. E:\Files\DR HORTON 2002\1965\1965.rsr Page 3 v RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 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 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 i wrnghtsoft Right -Suite Residential"' 5.0.64 RSR26016 2002-Feb-28 18:59:12 MA E:WBes1DR HORTON 200Z196b%1965.rsr Page 1 F" r 100 ROo_ tL 1a 6 OD 1` 10.10 had 3z5 IWO rap SO.tO rap 4• bat„ duc IV 7• gtoroofcp' Fan -light 14.1 rop 7' IOxtO rap S rap Bx4. 1.'tL1— 4• 6. 14• 10.6 I.cd ly -M U-J-2 14' re er4.4 1 IV 4 I.ad • 4 1. p 10 Z. m \ 10.10 3.c0 I I4 240 4 fN O J Q 4' j O 1zY1z ra lno 1.cd UJ U ip' 1 y .4 1 Q i l1 t.Oj Owlts s O WTN U<U N dr. .Z7 W A m floN 3Wy t 3 17 N p8A6 70 3' both swat to roof ..P • 4` Y'l 1 1 ion IN6 I.cd 1 4;. ts'tic }--1-1145 4• dryer az 7• to roof Cap 0 12. 6 bad /\ I 0 "U 2.13 pen us 4X14 RAD i Z pl. tforn by a f— i0N WnOKW 6240Y 1141 t = ( j n scate 1/8"=1'0" 1 Rating o r N m w > z o z o F Q JQ07Qa: Must have a nininun clearance of 4 inches around the air handler per the State Energy code. A11 duct has an r=6 insulotlon value. m CL J (n 0 0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient 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/hr _ 3. 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 b. Clear - double pane 0.0 112 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr , c. Tint/other SHGC - single pane 0.0 fR _ HSPF: 8.50 _ 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 gallons _ a. 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= d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2005.0 112 _ 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 compliant features. Builder Signature: ; Date: 4 %i Address of New Home: City/FL Zip: --<-kl.JF-Q1ZD L -a NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergySiarNesignation), your home may qual6 for energy e iciency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efflciency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT PESFditioned X BSPM Points Overhang oor Area Type/SC Ornt 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 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 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 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 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 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 i443.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'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: 40014.6 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 40014.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 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 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 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 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 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 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1967.0 -0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCSB v3.2 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: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8694.0 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 1 13503 4147 10495 28145 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RO_99 InTl4PR PRFSCRIPTIVF MFOSIIRF-R Imu¢t ha mat nr pxcaadad by all raridancas_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Alr Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 M tj 3Q. E FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Im rtm t: Read the instructions on nos 1- 7. SECTION A - PROPERTY OWNER INFORMATION ForInsurance Cony Use: BUILDING OWNER'S NAME Policy Number D. R, HORTON HOMES BUILDING STREET ADDRESS (Irxduding Apt., Unit, Suite, arxUor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number xXxx UNNAMED ROAD CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, legal Description, etc.) LOT 91, 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):( W - ff - ##.##" or ##.#####° NAD 1927 NAD 19M USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITYNAME & COMMUNITY NUMBER 82 COUNTY NAIVE 133. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA 84. MAP AND PANEL 95. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMER B6. FIRM INDEX DATE IEFFECTNEJREVISED DATE ' B8. FLOOD ZONE(S) Zane AO, use ftAh of floo ft) 0045 E 4I17195 4117M5 A 24.6 B1 0. Indicate the source of the Base FloodElevation (BFE) data or baseflooddepth entered in 89. 1771 AS Profile - FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING. INC. B11. Indicate the elevation datum usedfor the BFE in 89: 0 NGVD 1929 NAVD 1988 Other (Describe): J B1 ZIs the buildinq located in a Coastal Barrier Resources System (CBRS) area or OtherwiseProtected Area (OPA)? Yes 0 No Designation Rate C - BUILDING ELEVATION C1. Building elevations are based on: Construction Drawings" 0 Building Under Construction" O Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Seiect the building diagram most similar to the building for whichthis certificate is being completed - see pages 6 and 7. ff no diagram accurately represents the building, provide a sketchor phntograph.) C3. Elevations — Zones Al •A3Q AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a4 below acoorctng to the building diagram specified in Rem CZ State the datum used. If thedatum is different from the datum used for the BFE in Section B. convert the datumto thatused for the BFE. Shaw field measurements and datum conversion cdculation. Use the space provided orthe Comments area of Section 0 or Section G, as appropriate, to document the datum conversion. Datum NCW29 Conversionl0omments , Elevation reference marl used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure). Qft (m) o b) Top of nexthigher flaxWA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) IWA • k(m) o o d) Attached garage (top of slab) WA. iL(m) w o e) Lowest elevation of machinery andtor equipment servicing the building (Describein a Continents area) NA. A(m) o f) Lowest adjacent (finished) grade (LAG) f A . ft.(m) z a g) Highest adjacent (finished) grade (HAG) WA. _fL(m) o h) No. of permanent openings (floodvents) within 1 ft. above adjacent grade Q ui) Total ores of add t hvic (flood vents) in C3 h g sq in (am 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 C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statementmay be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: VW-LIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME; AMERICAN SURVEYING & MAPPING, INC. ADDRESS e// CITY STATE ZIP CODE 320 E. SOUTH,STt Etlt AE.1A 1 i AA ORLANDO FL 32801 712 M ( 407) 426.7979 E Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresspondina Informadon from Section A. I For Irnwance CaMany Use: _ XXXX UNNAMED ROAD CITY STATE ZIP CODE CompanyNAIC Number SANFORD FL I j SECTION D - SURVEYOR. ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community o lficlai, (2) insurance agenth;ompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONEAO 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 oanpleted. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhloh this Certificate is being eor pleted — see pages 6 and 7. 1 no diagram accurately represents the building, provide asketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(cm) above or below (checkone) the highest adjacent grade. (Use natural grad, if available). E3. ForBuildingDiagrams 6-8 with openings (seepage7), the next higherflooror elevated floor (elevation b) ofthe building is _ fL(m) _in.(cm) above the highest adjacent grad. Complete items C3.h and C3.i on front ofform. E4. ForZone AO only: If no flood depth number isavailable, is the top of the bottom floorelevated in accordance with the community's floodplain management cKlInance? El Yes E] No Unknown. The local official must certify this Infomaton In Section G, SECTION F PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner'sauthorized representativewho completes Sections A, B, C (Items C3.h and CW only), and Efor Zone A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are Detect to the best of my knowledge. PROPERTY OWNER'SOR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - The local official who is authorized by law or ordinance to administer the community'sfloodplain management ordinance can complete Section A, B, C (or Q, and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by stateorlocallaw tocertify elevationinformation. (Indicate the source and dateof theelevation data In the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communtlywissued BFE) or Zone AO. G3. C] Thefollowing information (Items G4-G9) is providedfor communityfloodplain management purposes. G8. Elevation ofas -built lowest floor (including basement) of the building is: _k(m) Datum: G9. BFE or (in Zone AO) depth of flooding atthe building site is: — ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 10 INil ii M Nl MMItMMIN ql NIN lMN18N M NMMMI I NMI THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE NDRBE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04954 PG 1319 CLERK'S # 2003096370 RECORDED 06/06/M iltN3r37 AM RECORDINS FEES 6.09 RECORDED BY L McKinley RECORD AND RETURN TO: D.R. Horton Inc. 1,! 6250 Hazeltine National Drive, Ste.: 102 I U S bL no t^j Orlando, Florida 32822 / NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) 45, 81, 82, 90, 91 and 99 Bakers Crossing Phase 2 Plat Book, Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: DA, Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Fax #: Persons within the State of Florida desimated 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 ofrecording unless adifferentdateisspecified): D.R. Horton, Inc. 0 nn_ f y - I' o ern . Lawson, stant'SecretaryCorporateSea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 b Robert A. Lawson Assistant Secretary of D.R. Horton, Inc4aeTware Corporation, on e a o two oratton. He/She is personally known to me. rp Notary Public, State and County Aforesaid It. p'+ PATRICIA COULTONEqmm,' RY PUBLIC STATE OF R,ORiDAOMMISSIONNO. DD. iy )-,,j t;yP pll.26,2006, Notary Signatta Notary Seal X- i kh ii•Il:l.i I:opt 14ARYANNE I otj eCLERKOFCIRCUITC011N'qruiuns ...._ — REVISIONS PERMIT' # 1 ADDRESS CONTRACTOR DATE PH '--'I7/ TAX # ... DESCPRITION OF REVISION: UTILITIES FIRE BLDG ,' n F g -1 3 c; e PLOT PLAN DESCRIPTION: LOT 90, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 90 CONTAINS 9698 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 661 SO. FT. t TOTAL SOD 7250 SQ. FT. t BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 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 ZONEA, AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 90 BAKERS CROSSING PHASE 2 AS BEING S00'00'00" E PER PLAT. FIELD DATE: ) SCALE:_ 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM41825 DRAWN BY: REVISED: PLAN 5-15-03 SOO 46.13' N90'00'00"E 1"-30' GRAPHIC SCALE 0 15 30 1O A= 2 3'06' 40" R= 75.00' LOT 91 L=30.25' CB=S54'51'59"W C=30.05' 45 CITYj!Y OF SAN Ra50.00 s, C0 S78'1238"W y/ Cy20.4' PT 90'00'00" Re50.00' L-78.54' CB=S45roO'00'W C- 70.71' LUSITANA WAY 50' RIGHT OF WAY CENTERLINE OF JRIGHT-OF-WAY PC LEGEND BUILDING SETBACK LINE CENTERLINE MLW POD MINIMUM LOT WIDTH POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINExPROPOSEDELEVATIONPCCPOINTOFCOMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PO PLANNED DEVELOPMENTOCONCRETEDENOTESDELTAANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED P7 DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK CBW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT CP CONCRETE PAD R RADIUS PB PLAT BOOK CS CONCRETE SLAB PGS PAGES C CHORD LENGTH NC NATURAL GRADE R/W RIGHT-OF-WAY S0. F7. SQUARE FEET MIA rWFIr1AI Arr.nans AnnK AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8p6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 7, -o FOR THE FIRM M R, MU CATELL 4'.'.49 8 DATE 7 PLANS a 16-8-0 23-4-0 CITY OF SANFORD 0 I 0 I lJ 13-4-0 BRG. IN ENTRY 9-4-0 15-0-0 5-4-0 19-8-0 11n P F M I M ALL BEARING WALLS TO BE PLACED J. L 1 PLY HGR. I C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLSI PRIOR TO SETTING TRUSSES.. ' i 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS' I : i WALLS SHOWN ARE TO BE BEARING.. d 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR2289AP DATE: 3-20-03 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6. H: 12" 407-321-1440 BY: T.H JOB NAME:2289 "A" ELEV. W/ PORCH (GABLE) BRG: BLOCK 0 1 co 1. N'l An_ 1ST FLOOR ___ Tz3 f o 2 , r-T __.==•T23.=._ i T•19 19 OD w cn I M NOTE: PLACEMENT MAY VARY19 DUE TO FIELD CONDITIONS '----_---'-----=L` A/C PLUMBING ECT, i19 cuSEEINSTALLATIONGUIDE 0 r i I 3 t T 19 TRIM IT FLOOR SYSTEM 1n'A F ICI14 C: ALL BEARING WALLS TO -BE PLACED I - RE - - — - - — - - — - - — - - — L IUT FACE/MT il(, 'I I REVIEW ALL SPAN DIMINSIONS--BRG. WALLS IIPRIORTOSETTINGTRUSSES, 6 MIT TOP/MT i ENGINEERED DRANONGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. d SPC - 1 SIGNED APPROVAL X CCU SPAN JOB NUMBER: DR2289'';! DATE: / [1 9 a -v• 407-3 1-144 CUSTOMER: D.R. HORTON 800-330-4008 BY:Dti, JOB NAME: 2289 D I r )l'- 4 4 Y OF SANFORD MiTek' MiTek Industries Inc. 14W Nod OW Foo Drive, Sub 300 Chesterfield, MO 63011 USA May 7, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4626916 thru 14626949. Total: 34 drawings. Job :DR2289AP d 3 Builder :D.R. HORTON Location :STANDARD MODEL 2289, ELEVATION A W/PORCH County :SEMINOLE Zct(o Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 34Truss drawing. 2) Truss Index. May 7, 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. TRUSS INDEX OF JOB DR2289AP r Trusses induded=34 0,"\DR2289AP\a.tre" 14626916 1,N3M89AP\a1.tre" 14626917 2,"\DR2289AP\al11re" 14626918 VOR2289ARa1a.tre" 14626919 4,"1DR2289AP\a2.tre" 14626920 5,"\DR2289AP\a7.tre" 14626921 6,"\DR2289AP\a9.tre" 14626922 7,"\DR2289AP\agsb.tre" 14626923 8,"1DR2289AP\b.tre" 14626924 9,"\DR2289AP\b1.tre" 14626925 10,"\DR2289AP\bb.tre" 14626926 11,"\DR2289AP\bbgab.tre" 14626927 12,"\DR2289AP\bgab1.tre" 14626928 13,"\DR2289AP\e.tre" 14626929 14,'1DR2289AP\egab.tre" 14626930 15,"\DR2289APVg19.tre" 14626931 16,"0R2289AP\tg23a.tre" 14626932 17"\DR2289AP4.tre" 14626933 18,"\DR2289AP\k.tre" 14626934 19,"\DR2289AP\ka.tre" 14626935 20,"\DR2289AP\1Are" 14626936 21,"\DR2289AP\1a.tre" 14626937 22,"\DR2289AP\m.tre" 14626938 23,'\DR2289AP\ma.tre" 14626939 24,'\DR2289AP\mt.tre" 14626940 25,MR2289AP\p,tre" 14626941 26,"\DR2289AP\p7.tre" 14626942 27,'1DR2289AP\pgab.tre" 14626M 28,"\DR2289AP\pj.tre' 14626944 29,"\0R2289AP\pk.tre" 14626945 30,"\DR2289AP\p1.tre' 14626946 31,"\DR2289AP\pm.tre" 14626947 32,VR2289AP\ps.tre" 14626948 33,'1DR2289AP\s.tre" 14626949 t : Pb. 45161 ; ,k STATE OF aF1I .. ' ray. March 24, AWAPJ G - DerW deal" parameters a" RXAD NOras ON TliltH AM R6V=W SWB Bd1MM Use. Design valid for use only with MRek Connectors. This design Is based only upon parametea shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of dedgn parameters and proper Incdpaatlon of component Is lespon"y of building designer - not truss designer. Bracing shown b la lateral support of kndtvidual web members only. Additional temporary bracing to Insure stability during construction Is the responsltsNlty of the erector; Additional permanent brbckng of the overall structure It the rssponslbWy of the building designer. For general guklcnce regarding tobrroatkm, quality control, storage, delivery, erection and bracing, consul QS1.8B Quality Standard, 031-89 tracing spectlieatlon, and lilt-91 Hondllq InatalUnq arw IMOWQ Recommendation available from Truss Plate Institute, 683 D'Onoblo Or". 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. For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS 0 Cr x v a 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOLA HUD/FHA ICBO SBCCI WISC/DILHR s 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N ZL® f/YDRO,I!/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 Q joint and embed fully. Avoid knots and wane at joint locations, a 4. Unless otherwise noted, locate chord splices o at 1 /4 panel length(+ W from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. WM TM PANEL CUP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 01993 Milek Holdings, Inc. 4 Job Truss Truss ype ty y 14626916 DR2289AP A ROOF TRUSS 3 1 Job Reference-lo tional s e t o n ustnea, nc, u Mar age 6-1-4 If-" 17-2.13 23-4-01-1.0.01 -,F 1.0-0 6-1-4 6-6-12 58.12 6.113 Scale = 1:41.8 4xe = 4 6.00 12 20 \\ 2x4 3 5 8 3x4 = a 7 30 = 3x4 = US 7.11-8 15.4.9 _ 23-4-0ti 7-11.8 7-5.0 7.11.7 Plate Offsets - - ; . , LOADING (sf) SPACING 2-0-0 CSI DEFL in Doc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WS 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Coda FBC2001 1at LC LL Min Well = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 =1081 /0.4-0, 2 =1172/0-4.0 Max Horz '2 - 168(load case 4) Max Uplift6=-4830oad case 5, 2--563(load case 4 FORCES 0b1 - First Load Case Only TOP CHORD '' 1-2=17, 2.3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 SOT CHORD 2-8 =1510, 7.8 =1035, 6-7 =1509 WEBS 3-8=-355, 4-8=534, 4-7=533, 5-7=-354 NOTES 1 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 8; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 563 lb uplift at joint 2. LOAD CASEISI Standard Junaidie Budiman, Lic. #451111 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WMMO - Ver(j},f deelya patnnmeters and PJLW NOTES ON sMS AND 1RBVERSL 1lM BB!OW USB- rearosiore Design valid lot use only with MRek connectors. This design Is based only upon potametsis shown, and is lot an individual building component to be Installed and loaded verfloolly. Applicability of design paromsters and proper Inowpaatlon of component is fesponnslbOty of building dealgnst - not truu designer. Bracing shown Is lot lotwol support of Individual web members only. Additional tsmpofary bracing to Insure stability duting construction is the iesponsiblUty of the sfecta: Additional permanent btifcing of the overall sliuctum is the tssponslbWty of the building designer. Fos genstal guidanceregardinglaWloollon, quarry conhot storage, dolvety, erection and Wring, consult GST-88 Quality Standard, 031.89 lraeft Specification, and Mill91 Handling Installing and Rraci ngRecommendation ovallabts Tru ss ussPlats Institute, 643 D'Onoeb Dave, Madison, WI 63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST 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 nA Indicates location of joints at which bearings (supports) occur. s MTek'* LF TM PANELCV FORM18,019 V HMRDWR0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. f Iq Job I russ Iruse I ype ty y 14626917 DR2289AP Al ROOF TRUSS 1 1 Job Reference { tionaI s e i e n ustries, no. u ar age 6-2-12 1180 1%-6-12 23-" r-10-0 1-04) 6.2.12 5 5 7.9-12 3-10.4 Scale = 1:42.1 r Us II 4 6.00 12 2x4 3 2x4 II 5 6 Sxe = 6 N 2 I$-$ 3x4 = 3.00 12 7 3M = 5x8 = 9.10-0 19.4-0 19r6.0 23 30 23 10 9-10-0 9.64) 0-2-0 3-9-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TIJ -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9.15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1 /3 pts 4-7 REACTIONS (lb/size) 6-7/0-3-0, 2 = 957/0-4-0, 7 =1293/0-4-0 Max Horz 2=168(load case 4) Max Uplift6=-97(load case 6), 2=-471(load case 4), 7--576(load case 5) Max Grav 6 =111(load case 7), 2 =957(load case 1), 7 =1293(load case 1) FORCES 0b1 - First Load Case Onlyy TOP CHORD 1-2 =16, 2.3--2259, 3-4 = -1612, 4-5 - 394, 5-6 = 363 BOT CHORD 2-8 = 2060, 7.8 - 938, 6-7 = -321 WEBS 3.8=-565, 4-8-1143, 4-7=-1590, 5-7=-421 NOTES 1) Unbalanced roof live loads have been considered for this design. 2F Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 31 Bearing at joint(s) 2 considers, parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 471 lb uplift at joint 2 and 576 lb uplift at joint 7. 5 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASEIS) Standard Junaidie Budiman, Lie. #4511 i1 MiTek'Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 Aw mmm - ver{,/}r desfyn parameters and am morns ONTurn AND Rnvimsir awn Bif"im flan. ss sww® Design valid Ion use only with MITek connectors. This design is based only upon parameters shown, and is for an Indlvkival building component to be Installed and loaded vertically. ApptcobMty of design parametersand proper Incorporation of component is responsibility of building designer - not trust designer, Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure slabtty during construction is the esponsiblllty of the ereClor. Additional permanent briscing of the overall structure is the reeponslblWy of the building designer. For general guidance regarding lobftotkxn, quality conhol. storage, delivery, erection and bracing, consull OU-88 Quapty Standard. 086.69 tracing SpecMlcaHon, and Hit-91 Handling Installli and tracing AecommerWallon available from Truss Plate Institute, b83 D'Onollo Drive, Madison, W163719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A *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 y Yd J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc other. o o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate v 0 cc o_ joint and embed fully. Avoid knots and wane at joint locations. plates r/a'" from outside edge of a y truss and vertical web. a 4. Unless otherwise noted, locate chords ices1PI C, r o I. - at /4 panel length(+ 6"' from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt JS J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular pkrHn9 format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. ff_4RY: JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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 4e continuous lateral bracing. ICBO 1691, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/ D1LHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. M Teke TM PANEL + CUP FORM018, 019 _caoarr3-w,iw. MYDRO,A/R® 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss ype ty y 89 A ELEV. W1 PORCH 4626918 DR2289AP All ROOF TRUSS 1 1 Job Reference (o tiona1) s e i I RE IndiStlleS, nC. u Mar age 1 0-0 5.9-4 it-0-0 12-4-1 17-6.13 I 23-4-01 1 0 0 5-" 5-2-12 14-1 5.2-12 5-9-3 Scale = 1:41.4 US = 4X6 4 5 a.00 F12 3x6 i 3x6 3 6 5 7 z I 3x4 = 11 10 9 a 3x4'_ 2x4 11 3x4 = 5x6 = 2x4 11 - 544 It-" 124-1 17.6-13 23-4-0 5-9.4 5.2-12 1-4-1 5.2.12 5-9-3 Plate Offsets [ ::' - - - 1, o LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Venire) •0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TQ 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 116 Ib LUMBER BRACING ` TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. SOT CHORD 2 X 4 SYP ND.21D BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 =1079/0-4-0, 2-1175/0-4-0 Max Horz l2 = t 61(load case 4) Max Uplift7--4770oad case 51, 2=-559(load case 4) FORCES Ub) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3.4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-11 =1639, 10-11 -1639, 9-10 =1139, 8-9 -1653, 7.8 -1653 WEBS 3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:'ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 3) Provide adequate drainage to prevent water ponding. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at joint 7 and 559 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dri vs Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WAamm - Verw deal" parameters and Rmw Nom ON runs AND R6VaR= Bibs H6FOits Use. ss+ewsw QD Design valid fob use ants with MiTek conneclors. This design It based only upon patometem drown, and It to an hdWual building component to be installed and loaded vedlcaty. Applicability of design poiameten and ptopet Incotporatlon of component Is tesponskbIWy of building designer - not hues deslgnet. Siccing shown a $at lotetal support of individual web members only. Additional temporary biocing to Insuie stability duiing condiuction is the responslbNey of the wecta..AddSlonal pefmonent bibok+p of the ovefaS structure Is the respombOy of the bulkding desgnet. Fot general guktonce tegaiding fobiicatlm, quality conhot stOlage, dell"ry, *faction and bracing, consull OST-85 Quality standard, D3111-89 Stookg Specification. and HIS•91 Handlkg Installing and S ockg Recommendation avatm Tr ableltousspole Institute. 583 D'Onohlo Delve, Madison, W163719. M iTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 Q 0 For 4 x 2 orientation, locate z plates/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 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt 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. 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 nA Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® F/® PANEL , 1 CUP GANO-MAN. 0 NMRO N0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length(* 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mtek Holdings, Inc. Job Truss Truss ype tY y 14626919 DR2289AP A1A ROOF TRUSS 6 1 Job Reference to tionaIjo s a eindustries, a Mar 20 09.09:33- -age 6.2-12 If-" 19.512 1 23-" 1 1.0.0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42.1 4x8 11 4 6.00 FF2 20 = 3 2M 11 5 8 Sx8 = s N 2 I$-$ axa a ao0 12 7 3xa = 5x8 9-10-0 19-4-0 23-a-o1 9-10-0 9-e-0 4.0.0 LOADING -(psf) SPACING 2-0-0 CSI DEFLin poc) Udefl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) -0.18 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 > 439 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.17 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 104Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. SOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS 2 X 4 SYP,No.3 WEBS 1 Row at midpt 4-7 REACTIONS ( lb/size) 6 =1081 /0-4-0. 2=1172/0-4-0 Max Horz"2=16811oad case 4 Max Uplift6=-483fload case 51, 2=-563(1oad case 4) FORCES IIb1 - First Load Case Only TOP CHORD 1-2-16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2.8 = 2861, 7-8 =1585, 6-7 =1701 WEBS 3-8 = -532, 4-8 =1533, 4-7 -173, 5-7 = -356 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 563 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.8451 10 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.# 6634 WARNING - V*rW design paranseters and READ NOTZB ON THIS AND RC VRRWBIDS H6POR6 V89. rsswe ® Design valid for use only with MII*k oonn*ctors. This design Is based only upon parameters shown. and k far an Individual building component to be Installed and looded vedlcally. Appk*bMty of design parameters andproper Inmporatlon of component Is responsiblity of building designer - not truss designer. Bracing shown k tot lateral support at Individual web members only. Additional temporary bracing to Insum stability duiing condiuctbn Is the responsibility of the *recta. Additional pmmon*nt bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabticatWn, quality control, storage, delivery, *#action and bracing, consuli OST•Gll Quality Standard, 038-89 SrooMg Specification. and HU-91 Handling Installing and Srce" ilecommondaflon avallable from Truss Plate Institute, 583 D'Onohb Dttv*, Madison, wi 53719, MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/8securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2, Cut members to bear tightly against each C2 " other. o WEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oint and embed full Avoid knots and wane Iy' plates I/a" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I14 length(+6° from C, paneladjacentjoint.) BOTTOM CHORDS This symbolindicatesthe5, 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- 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 Mall 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 pudins 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, N 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 othersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings ( supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. OD15. Care should be exercised in handling, installation TMCAUPPIEIerection and of trusses. O 1M Mitek Holdings, Inc. FORM016,014 esnrwa-Wrap. HMRO-WRO s Job I russ I russ I ype ty y 14626920 DR2289AP A2 ROOF TRUSS 5 1 Job Reference to tionap s e i e n ustnes, nc. u ar 20 09:09:34age 6-2.12 If-" 1544 19.64) 1 1 1-04) 6-2.12 6-6-6 3-10.4 4-1-12 4x6 = Scale = 1:39.3 4 3x4 6:00 FIT 5 2x4 = 3 2x4 11 6 9 5xe N CJ 2 6 1 3x4 ZZ 3.00 F123x4 % 7 3x4 ZZ 9-10-0 14-74 194 3-0i 9.10-0 4-94 6-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LU 0.12 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TU -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-0.10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1001 /0-4-0, 7 = 910/0-4-0 Max Horz '2 = 256(load case 4) Max UpliR2=-494(load case 4), 7=-385(load case 5) FORGES 0b1 - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4.5=-1123, 5-6=-0, 6-7=-146 BOT CHORD , 2-9 - 2224, 8-9 =1093, 7.8 = 977 WEBS 3-9=-558, 4-9=1175, 4-8=-106, 5-8=168, 5-7=-1343 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-98 per FBC2001; 120mph;' o-25ft; TCDL-4.2psf; BCDL-5.Opsf; occupancy category It; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 31 Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 385 lb uplift at joint 7. LOAD CASE(S) Standard Junaidie Budiman, Lic,#451 1 MiTeh Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 4&WARMWG - Vwffj deelyn pamn Esters and X&4D NOMS ON THO AND IWVSRSS MW BZF0R8 U90. Design valid for use only with MOO connector*. This design Is based only upon parameters shown, and Is la an ItldNkdual building component to be Installed and boded vertically. Applicability of design paiamelen and proper Incorpotatlon of component Is responslblity of building dedgrom - not dust designer. 8racing shown Is tot bteral support of Individual web membeu only. Additional temporary brocing to Insure stability during construction Is the responslbillty of the erector.:Addlfbnal permanent btbchg of the overall shucture Is the responsbWty of the building designer.. Fat general guidance regarding labrloatbn, quality conhot staags, deSvery, •rectbn and biochg, eonsull QST-66 Quality Standard, OSS-89 Smoing Specillcatton, and NIS-91 Handling Installing and booing Recommendation avolloble from Truss Plate Institute, 583 D'Onotrb". DoModkon, WI63719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 134 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates Ile from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the Mtrek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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 4e 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 iTeko FORKW18,019 8 HYDRO-A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each Q 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL O 1993 Mitek Holdings, Inc. 6 Job Truss Truss ype ty y 09 A ELEV. 14626921 DR2289AP A7 ROOF TRUSS 1 1 Job Reference (o tipestenustres, nc. u Mar 20 09*09:35age 1-0-0 , 3-9.4 7.0.0 f 1141.0 16-4-1 1941.13 23.4-0 1-0-0 344 3-2-12 4.84) 4.8-0 3-2-12 3-M Scale = 1:41.2 r Sx8 = 2x4 11 6x8 4 5 6 6.00 12 2x4 2x4 i 3 7 cod ch 8 2 I Us = 11 10 9 axe = 3x4 = 60 = 3x4 = 7.0-0 118-0 16.4-1 2a-" f I I 7-" 4.8-0 4.8.0 6-11-15 Plate Offsets : - - _ _ _ - 7 - : - - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) 0.22 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 VertlTI-) -0.29 10.11 > 956 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 122' Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3.0-13 oc puffins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. DOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2=115(load case 4) Max UpliftS=-1224(Ioad case 5, 2=-1304f1oad case 4) FORCES pb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7--4056, 7-8--4225 BOT CHORD 2-11 -3728, 10-11 =3677, 9-10-3676, 8-9-3724 WEBS 3.11 =-96, 4-11 =815, 4.10=837, 5-10=-810, 6-10-839, 6-9-814, 7-9=-92 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft• TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. Q Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1224 lb uplift at joint 8 and 1304 Ib uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 432.1lb up at 16-4-1, and 603.21b down and 432.51b up at 7-0-0 on bottom Chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: Lumber Increase-1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-4=-74.0, 4 6--160.3, 6-8=-74.0, 2-11 =-20.0, 9-11=-43.3, 8-9=-20.0 Concentrated Loads (Ib) Vert: 11--603.2 9=-602.7 Junaidie Budiman, Lie, #451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNMO - VerJ& deafen pworeWom and READ NOTES ON THIS AND REVER8E SIDE BEFORE USE. Design valid for use only with Wait cannectors. This design Is based only upon parameters shown, and Is for an IndWlaual building component to be Installed and loaded venlooly. Appksabllty of clsNgn porameters and proper Incorporation of component Is iesponsltHMly of bu$dklg designer - not truss designer. Brgc" shown Is for lateral support of Individual web msmben oily.. Additional temporary bracing to Inwrs stability during construction Is the responsibility of the enactor. AddltIonai permonent brbcing of the overall structure Is the responslblMty of the building designer. For general guidance regarding fabrication, quaMy control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS$-89 $racing Speaftatlon, and HIM-91 Handling lnstoltina and $tacky Rocommenddionavolloble from Truss Plate InstltWe, 593 D'Onoklo Drive. Madison, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property N/. *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. a J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 a: 3 joint and embed full Avoid knots and waney' plates I /6" from outside edge of a O a = at joint locations. truss and vertical web. o a O 4. Unless otherwise noted, locate chordsPI icesI/ 4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating formal rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTok/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, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15 . Care should be exercised in handling, installationTM Ate® CUP erection and of trusses. 0 1993 Mitek Holdings, Inc. FORM019,019 O°'"'°" F CD ofYDRaiwN , 1 Job russ I cuss ype ty y 14626922 DR2289AP A9 ROOF TRUSS 1 1 Job Reference to tionaqo s e . e n-mutes, uMar age 444 9-0.0 14.4-1 18-6-13 23-4-0 1.0.0 4-" 4-2-12 54-1 4-2-12 4-9.3 Scale = 1:41.4 Us 08 = 4 5 77 6.00 72 2x4 20 i 3 8 b 7 2 I 3x4 = 9 9 30 = 3xe = 5x8 = 9-0-0 14-4-1 23-4-0 9-0-0 5d-1 8-11-15 Plate Offsets[5:0-5--01,18:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.44 Vert(LU -0.07 9 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 Ma BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4'SYP No2D BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 =1081 /0-4.0, 2 =1172/0-4-0 Max Horz 2=138Qoad case 4) Max Uplift7=-456(load case 5), 2=-536(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5--1295, 5-6=-1439, 6-7=-1772 BOT CHORD 2-9 -1568, 8-9 =1295, 7-8 =1567 WEBS 3-9 =-317, 4-9 = 286, 5-9 = 0, 5-8 = 285, 6-8 = -316 NOTES 14, Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 lb uplift at joint 7 and 536 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert. #6634 A, WARNING - Ver{ j}/ design pamrrietbrs and R&W NOMB ON THIS AND REVZRSSR RM REPORN USE. Deslon valid lot use only with MRek connectors. This design Is based only upon porometees grown, and Is for an IndMdual buNding component to be Installed and loaded vertically. ApplIcob011y of design porometen and proper Incceporotlon of component Is responsbVity of building designer - not buss designer. bracing shown k for btsral support of Individual web members only. Additional temporary bracing to Insure stabiity during construction Is the tesponsiblilly of the erectoc Additional permanent brlicknq of the overall structure Is the eesponsteMy of the buNding designer. Foe genevat guidance regarding fabrication, quality confect storage, delivery, erection and bracing, consuit OBT-ab Quality Standard, 035•89 Voting specification. and NIB-91 M1Tek® Handling Installing; and Bracing Recommendation available from Truss Plate inb Institute. 583 D'OnoeDelve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS u Q cc WEBS JS o_ o V`, ' ; O a vO a ce c cs r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" 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 iTeke PANEL TM CLIP FORM018,019 waL ® 11MRO—AINO 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. 01"3 Mitek Holdings, Inc, Job Truss Truss ype ty y 89 A EL V. W/ PORCH 14626923 DR2289AP AGAB ROOF TRUSS 1 1 Job Reference l ' tionaq s e r e n ar es, no. u Mar 20 09:U9:36age 1 0 0 6-2.4 9-10-0 1 14-5-12 19.8-0 20-8-0Il I 1-0.0 6-2-4 4.7.12 4-7-12 5.2.4 1.0.0 Scale 1:38,0 06 4 2x4 II 2x4 II 6.00 F12 2x4 2x4 2x4 11 3 5 2xa II 2x4 11 II 2x4 II x II 0 0 2 II II 8 rl 2x4II 2x4 11 2x4 11 2x4 11 a 2x411 2x4 11 2x4 11 2x411 3x4 = 3x4 = 5x8 9. 10. 0 19.8.0 i9-10- 0 9-10-0 Plate Offsets , : - P - , - , - , - -120:0-0-0,0-0-01, 125:0- 0-0,0-0-01 126:0-0-0,0-0-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.40 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0. 0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10. 0 Code FBC2001 1 at LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD Sheathed or 5-3-9 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.9-2 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2 =1000/0-4-0. 6-1000/0-4-0 Max Horz 2 =137(load case 4) Max Uplift2=- 486(load case 4), 6=-486(load case 5) FORCES ` (Ib) . First Load Case Only TOP CHORD 1-2-17, 2-3=-1360, 3-4=-991, 4-5s-991, 5-6=-1360, 6-7=17 SOT CHORD 2-8=1204, 6-8=1204 WEBS 3- 8 =-360, 4-8 - 531, 5-8 =-360 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; It = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2.0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 lb uplift at joint 2 and 486 lb uplift at joint 6. LOAD CASE( S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 O WARMNO - Verft design paranwrtem and READ NO=B ON 1WJS AND REV== UM BEFORE UNS. sW w 0Design vakd for we only w#h Welt oonneatas. This dedgn'Is bored only upon patometea shown, and It to an Individual bulldi ng component to be hgaMed and loaded vertically, AppNctiablillty of design patametea and proper hootpotallon of component Is mapornlblMy of buldkrg designer - not huss El designer. &acingdrownIsforlateralsupportofIndividualwebmembersonly. Additional ternpotory bracing to hwre slobMlly during construction N the ietponslbnly of the er90tot. AddMbnal permanent brbcllg of the overall shucture It the respom bMly of the buNdkq designer. For gerunol guidance regaidkq tabncatlon, quality conhol, storage, clotmry, srectbn and biackrg, consuS Q&T-881 Quality Standard, D5111-89 Smolrg Speotaoatlon, and HIS-91 ® Nandlirp Iatafty and IIHNO g It"ornmendatbn avalbbie hom tat True Plateltute, 683 D'Onohb Dilvo, Modbon, wi b371 D. MiTek Symbols Numbering System AGeneral Safety [dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,6 * 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 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachus other. Q V!E J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ; ¢ i' joint and embed fully. Avoid knots and wane plates I/s" from outside edge of V o a _ 4. at joint locations. truss and vertical web. a 0 Unless otherwise noted, locate chords icesplIAlength(* 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 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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 rust dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicuk3r 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. OD15. Care should be exercised in handling, ffiM TM PANEL CUP erection and installation of trusses, 01 "3 Mitek Holdings, Inc. FORM018,019 r A a r. ` Job Truss Truss ype ty y 89 A ELEV. W/ PORCH 14626924 DR2289AP B ROOF TRUSS 5 1 Job Reference WPMsFebneindustries, nc. u ar age 1r0 q 6.10-8 I 13 5 8 1 20.4-0 1-0-0 6-10.8 6-7-0 6-10.8 3x4= 6.00 12 5X8 7 WMbdge Scale' 1:61.7 J 6 I 6x8 0 5 5x8 ,p 3i 4 2x4 11 R 3 8 a 3x8 1 2 10 3,00 F12 30 3x4 i 5xe US 11 r 6.10-8 i 13.5.8 + 20-4-0 20-5.14 6-10.8 6-7-0 6.10-8 04.14 Plate Offsets s .. - . , ;: e - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/doff PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.11 10 >999 M1120 249/190 TCDL 7.0 LumberIncrease 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 1131b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, exceptandverticals. BOT CHORD 2 X 4 SYP No.21) SOT CHORD Rigid ceiling directly; applied or 5-1-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3.9-7 REACTIONS fib/ size) 6=1049/0-3-8, 2 =1030/0-8-0 Max Harz 2 = 73411oad case 4) Max Uplift6=- 704(load case 4), 2=-376(load case 4) FORCES - (Ib) - First Load Case Only TOP CHORD` 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-7=-23, 6-8-67 SOT CHORD 2-10=2095, 9.10=2092, 8-9=0 WEBS 4- 10-135, 4-9=-894, 5-9=-485, 6-9-1642 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1,33 plate grip DOL=1.33. 2) Bearing at jointls) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 6 and 376 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE( S) Standard Junaidis Budiman, Lic.#451S i MITek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A, WARMING -' YsrW design paraustters and READ NOTEB ON 1WIS AND IWMCRW SIM BZVORt USX. rrerra rll9 Design valid for use only with MRsk connectors. Thls design It based only upon parameter shown, and Is for an Individual building component to be Insialed and Ioo vertically, Appacttbllty of design patomNss and proper Incorporation of component Is tespon"y of bulding desiMet - not truss designer. Bracing shown Y fat lots al support of Individual web members ony. AddRlonal temporary bnocing to Insure stability during oonstructbn It the responsibility o1 this erector. Additional permanent br>ScIng of the ovsml structure k the responsibility of the building designer. For general guidance regard" lobticatlon, quality conhol, Noags, deh*ry, erection and bracing, cosuR CST•aa Quality Standard. 035.0 aracInp Specification, and HI/•91 Hand#m Ir stuff q and $wait* Rocommendallon available from Truss Plate Institute, 843 D'Onotrlo DiNe, Madison, WI63719. ' Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property V/, *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 fie securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachucz other. J5Q !E 3. Place plates on each face of truss at each For 4 x 2 orientation, locate' i - ; 0 joint and embed fully. Avoid knots and wane plates I/s" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords icesrpf at /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 JS 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. Fortabular plating format rotor to tho AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall JoW/Plate Plaeemefd Chaff. 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 gradeg 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 transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses 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 EL erection and installation of trusses. 01M Mitek Holdings, Inc. Job I ruse Fruss I ype ty y 14626925 DR2289AP 61 ROOF TRUSS 16 1 Job Reference to Uonal) s e r e ` n ustrtes, nc. u Mar-Zu 09:09:38age F 1-0-01 6-7-13 11-0-3 I 16-8.0 1 3x4 = 1 0-0 5.7-13 54-5 5-7-13 w/wedge 5x8 G 7 Scats = 1:49.4 6 I6.00 12 2x4 II 5 US 4 8 2x4 11 3 9 b Us t 2 10 3.00 f12 30 i 30 ! 5x6 Us 11 5.7-13 1 11-0-3 16-M 16-0,13 5.7-13 545 5-7-13 0.1-13 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL1 0.07 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.02 6 n/a BCDL 10.0 Code FBC2001 1at LC LL Min I/defl - 360 Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly; applied or 5-9-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-1-4 REACTIONS (lb/size) 6 = 877/0-3-8, 2 = 857/0-8-0 Max Horz 2=6100oad case 4) Max Uplift6 = -5840oad case 4, 2=-317(load case 4) FORCES , (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3.4=-1841, 4-5=-1014, 5-6=-1014, 6-7--23, 6-8=55 BOT CHORD 2-10-1644, 9-10=1641, 8-9=0 WEBS 4-10 =110, 4-9 --687, 5-9 =-399, 6-9 =1327 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 584 lb uplift at joint 6 and 317 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 5 Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 i1 MiTek Industies, Inca 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cart.#6634 AWARIVIN0 - Veryk doalgn pars wterw safari READ NOTES ON TMS AND A6VIRMW SW6 8I ram V=. ssrrrasssQp Design vaBd for use only with MI14k connectors. ThisdesignIs based only upon parameter shown, and Is for an Individual building component to be Inslolled and loaded vertically. AppWablity of dMign parameters and proper Incorporatlon of component Is respornlbMy of building designer • not truss designer. Bracing shown k for lateral suppon of IndNdual web members only. Additional temporary Mooing to Insure dabmy during construction k the msponsibllily of the erector. Additional permanent brisckp of the overall structure It the tespon"y of the bulldkag designer. For general guidance regarding labrkwtlon, quality oonhol, storage, delivery, wectlon and Mooing, carauS OST•66 Quality Standard, D:S•aa koe" SpeaVicatlon, and HIS-91 Hanarm Imalllrla and 11me g Ilecammendallonavalloble from Truss Nate kut8ute. US D'Onohb Drlve. Madison, W153719. M iTek Symbols Numbering System AGeneral Safety [dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13x4 *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, 8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaw other. Q WEBS J5 3. 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/e" from outside edge of c o a at joint locations. truss and vertical web. ao 4. Unless otherwise noted, locate chords livesP1/ 4at panel length('- 6" from adjacent joint.) u C, 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 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 RIONT. 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, it 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. QD 15. Care should be exercised in handling, CUPPANEL TM erection and installation of trusses. 1"3 Mitek Holdings, Inc. FORM018.019 Hmpawpe r Job Truss Truss ype ty y 14626926 DR2289AP BB ROOF TRUSS 1 1 Job Reference to tiona1) s e e n user s, nc. u Mar : age t a0 7,6-0 14-7-0II t-0-0 7-e-0 7-1-0 Stale = 1:27.3 4x6 = 4 e.0o 1a 5- 3 7 6 5xe = 2 3A . 3x4 1 - 3x4 3x4 3.00 F12 4xe II 3xe II 7-6.0 14-7-0 7.6-0 7-1-0 ate Sets(xVF—r2-0-7--"-4-81,16:0-2-13,0-2-41 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Ven(LL) -0.08 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Ven(TL) -0.10 7 > 999 BCLL 0.0 Rep Stress incr YES WB 0.21 Hofz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min Udefl - 360 Weight: 64 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.0-3 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4.1-10, Right 2 X 4 SYP No.3 3-11-6 REACTIONS (lb/size) 6 = 67910-3-0, 2 = 763/0-8-0 Max Horz 2-110(load case 4) Max Uplift6=-299(load case 5), 2=-377(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=7,'2-3=-1265, 3-4=-1255, 4.5=-1267, 5-6--1267 BOT CHORD 2-7 -1125, 6-7 -1125 WEBS 4-7 - 690 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 3) Bearing at joint(s) 6; 2 considers parallel to grain value using ANSIIfPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 6 and 377 lb uplift at joint 2. LOAD CASE(S) Standard Junaidis Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. # 6634 W RNM - ve.'ft dairlyapamssators and READ NQ=9 ON TWO AND xdvaRbsa MW bJr"JW USC. •• 0 Design valid lot use only with MITek oortnectars. Ih1s design Y based onty upon paramefea siwwn, and Is to an IndMdual building component to be Installed and loaded vedlcally. AppNoablMY of design parameters and proper Incoposalbn of component Is tesponsbMy of building designer - not flu$$ designer. Bracing shown Is tot latsrrai support of Individual web memberts only. Additional tempoioy bracing to Insure stablNty during construction Is the retponsbaty of the wootor. Add11Wrwl permanent brtscIng of the overall structure It the respohtbMy of the building deslgnet. For general gukle anc regardingfabrication, quality control, storage. delivery, «ectlon and biminff9 RraobW specMloatlon. and HIS-91 liand ino Inslallina and IntainoRecommendation available from TrussPbtesnlBufe, $83 D'Onofrlo Drive, Madison, WI 63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause PrOpedy 1$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. 1/8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcuQ other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o -' 0 a joint and embed fully. Avoid knots and wane plates 1/8"from outside edge of Q o a at joint locations. truss and vertical web. o 0 o 4. Unless otherwise noted, locate chordssplicesp' I/ 4at panel length(* 6" from adjacent joint.) C16 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO 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, nA Indicates location of pints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional 1 MiTek® engineer, 15. Care should be exercised In handling, TM Zo PANEL erection and installation of trusses, 01993 Mitek Holdings, Inc. CLIPFORM618, 619 MYd O—WR(ID r t. Job Truss Truss Type Qty y PQRCH 14626927 DR2289AP BBGAB KINGPOST 1 1 Job Reference (o Lionel) s e t oIndustries, nc. u Mar 20 09:09:39 2003 Page 741-0 I 14.7-0 1-0-0 7.6.0 7-1-0 axe = Scale= 1:28,0 3 2x4 11 20 11 6.00 12 2x4 11 2x4 11 a 2x4 11 5 2 Iit 2x4 11 2x4 11 2x4 II 2x4 11 3x4 Q 3x4 6 3x4 _ 2x4 11 2x4 11 3x6 11 7-6.0 14-7-0 7.6-0 7-1-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CS! DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) -0.03 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TIJ -0.08 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 5 We BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 73 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-14 oc purlins. BOT CHORD 2 X 4`SYP No.20 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDERRight 2 X 4 SYP No.3 3-11-2 REACTIONS ( lb/size) 2 = 766/0-1-8, 5 = 682/0-1-8 Max Horz 2 =113(load case 4) Max Uplift2=-3780oad case 4), 5=-302(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2-12, 2-3=-709, 3-4=-727, 4-5=-727 BOT CHORD 2-6 = 626, 5-6 - 626 WEBS 3-6 =145 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-911 per FBC2001; 120mph; h = 25ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) Truss designed for wind loads in theplane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4 Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 2 and 302 Ito uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, Lic,#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 QwARiu vo - verm deeten Parameters, and mul Norss ON Tim AND Ievaxsa awn aamnx use. ••••qp Design volld for use only with MRek connectors. )his design k bond only upon parameters Mown, and k tot an Individual building component to be Installed and loaded vertically. AppMsablity of design parometen and ptopm Inowporatbn of component Is tesporm"y of building design*; - not push designer. Wooing Mown k tot Iatetal supportof VKWIduol w*b members only. Additional temporary txacktg to kaum stability dutlng conalmotlon Is the fespon" y of the elector. Addllbnal permanent biUcktg of the ovaol spuctuts k tit tesponsblMly of the building designer. Fat genetal guidance regotding foloticatbn, quality conhol storage, delivery, erection and braclng, comoll OST-44 duality Standard, DIN-69 Srocktg SpeoMaallam and HIA-91 Qy londlinalent &w and IraoMO R**omwwmdatlan available loom Tsuss Plate k»tlut*. 683 D'Onolobive Dr. Madison, WI 63719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1114 * 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 lh securely seat J2 J3 J4 owner and all other interested parties.. t 4 TOP CHORDS 2. Cut members to bear tightly against each14C7 other. o WEBS J5 a: 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/s" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPI/ 4at panel length(* 6" from adjacent joint.) I CS C, 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 rater to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel g specified, gradetoslots. 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, 9 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 Miir k® engineer. 15. Care should be exercised in handling, TM PANEL cup erection and installation of trusses. 0 1M Mitek Holdings, Inc. FORM018,019 HYAROAIR0 Y Job Truss Truss I ype ty y 89 A EL V. W7 PORCH 14626928 DR2289AP BGAB1 MONO TRUSS 1 1 Te Job Reference to tional) s 1 e n uatre , nC. U Mar 20 UV:09:40age 1-0-0I 164)-0 1-" 16.8-0 20 11 Scale 1:51.1 11 2x4 11 10 2x4 11 9 a.00 12 2x4 11 6 2xd II 2x4 II 6 2x4 II 5 5x8 -1 4 3 2 1 3x4 = 19 18 17 16 15 14 13 12 20 11 2x4 11 2x4 11 2x4 11 2x4 11 20 11 5x6 = 2x4 li 16-8-0 16.8-0 Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES (TRIP TCLL 30.0 Plates increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCUL 7.0 Lumber Increase 1.33 SC 0.03 Vert(TL) 0.00 1 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except and verticals. BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP;No,3 WEBS 1 Row at midpt 10-12 OTHERS' 2 X 4'SYP No3 REACTIONS (lb/size) 2 = 204/16-8-0, 13 =185/16-8-0, 12 = 89/16-8-0. 14 =190/16-8.0, 15 —188/ 16-8-0, 16 =187/16-8-0, 17 =190/16-8.0, 18 =178/16.8-0, 19 = 228/16-8-0 Max Horz 2 = 594(load case 4) Max Upliftl3=-1240oad case 41, 12--58(load case 4), 14=-135(load case 4), 15=-131(load case 4), 16--13211oad case 4, 17=-133(load case 41, 18=-1270oad case 41, 19 - -196(1oad case 4) FORCES Qb) . First Load Case Only TOP CHORD 1- 2-23, 2-3-38, 3-4--38, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12=-75 BOT CHORD 2- 19=8, 18-19-1, 17-18 -1, 16.17=1. 15-16=1, 14-15-1, 13-14-1, 12-13=1 WEBS 9-13=- 146, 8-14--150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable EndDetail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 13, 58 lb uplift at joint 12, 135 lb uplift at joint 14, 131 lb uplift at joint 15, 132 (b uplift at joint 16, 133 lb uplift at joint 17, 127 lb uplift at joint 18 and 196 lb uplift at joint 19. LOAD CASE(S) Standard Junaidie Budiman, Lic.# 451 I il MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 4, WAPJ W* - Ver* 4*s4M pammot*re wW R644.0 NOTS8 ONTWS AND JWVZRW 9Aa1): BXPOAE UM. 4) Design vold too use only wllh Mg*k cotnneclam Thk dedgn k - - only upon parameters shown, and Is la an IndNkdual buldUrq component to be Installed and', 11 vertically. Applicability of dod9n pnromol" and proper Inoorpaatbn of component k oesponslbWy of buldihq detlgnef - not Irufs designer. INochq "wn k far krleral aoppodof Indhriducii web mombots only. Additional temporary brockV to Yuwe dabOy during construction It the respm"y of the *rector. Additional permanent bibotrq of the overoll structure k the r*spoMbMly of the building designer. Fat getwol guidance r*gordi ng fabdcatbn, quality axnhok storage, delivery, election and tXockX& consul! ClT4 4 QuWlly Mandad, Dlli•64 IrookV 11peoMball m, and HII.01 III Ynstollrna arid 6[o line III , a mondastorn avoloble bomTouss Plot* kW*ut*, 663 D'Onolrb 6s Drlv*, Moddii WI719. ft MiTek i Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to 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 eachC7 other. o WEBS J5 a: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/s" from outside edge of c} O a at oint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP I/4at panel length(+ 6" from adjacent joint.) CS C, u 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/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 SIB 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 gradeg specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, If no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring 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, TM PANEL erection and installation of trusses. 1M M tek Holdings, Inc. FORM018,019 Job Truss Truss ype ty y 14626929 DR2289AP E ROOF TRUSS 2 1 Job Reference Io tionaU sFebe n str es, nc. u Mar 20 09:09:41age 1-0-0 4-9-0 1 9.4.0 to•a-o1I 1-0-0 441-0 44 W I-" Scale =1:1e.11 06 3 6.00 Fi2 4 2Li 5 I$ 1 axe = 3xe = 8 7 e 2x4 11 1-4-0 441-0 0-0-0 94-0 f T l 1-4-0 3.4-0 33.0 1-" LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATESGRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.05 4 >348 M1120 249/190 - TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TU -0.09 1 > 138 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 I/defl = 360 Weight: 36lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D' SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8=517/0-1-8, 6-517/0-1-8 Max Horz 8=-790oad case 5) Max Uplift 8=-334(load case 4, 6=-334(load case 5) FORCES ( lb) - First Load Case Only TOPCHORD1-2-33, 2-3=-171, 3-4=-171, 4-5=33 SOT CHORD 2-8=69, 7-8=69, 6-7=69, 4-6=69 WEBS 3-7--206 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft, TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure S; 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) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 8 and 334 lb' uplift at joint 6. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. # 6634 f wARmNo - verov dewon pataawere ww mA o NoT'aN ox Two AND J'i6t+J1: m Gin axlfr im vas, ,••••• Design vc#d for use only weh MRek connectors. Thk design Is based only upon parameter shown, and It to an IndMdual buNdit component to be Installed and looded vettbaNy. Applicability of design parameters and proper Incorporationof component Is responslbilly of bu*dhg deslgner • not truss designer. 9tocing shown Is for Metal support of Individual web members only. AddMional temporary btocft to Insure slabWty duing construction Is the responslbNlty of the ereclof. Additional permanent bihoing of the ovofoN structure Is the iesponsiblNty of the buMdkng deslgnet. For genetal pukfance regarding fabrication, quaNy oonho6 tfoiage, delivery, erection and bracing, consull QST•ae Quality Standard, DSS•89 Stocing Spoeftatton, and HIS-91 Handling knstalfina and Sraakp Reaommenddlon available trom Truss Rate Institute, 543 D'Ono6b DtNe, Madison, WI63719. 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 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Fortabular plating formal rotor to the MiTek/Gang•Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO 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 4010, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. FORM018,019 W1SC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek• PANfL TM Cup NYDR0,4/A® AGeneral Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length('- 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss ype ty y 14626930 DR2289AP EGAB ROOF TRUSS 1 1 Job Reference (o tionaq ACCU-SPAc e rI ek Industries, nc. uMar 20 09:09:41age 1.0.0 4.8.0 1 94-0 1044 l 1-0-0 441-0 441-0 1.0.0 Scale = 1:18.8 4x8 3 6.00 12 2x411 2x4 II 4 2 y9 5 Fo 1 2x4 11 8 2x4 II 2x4 11 2x4 = 2x4 = 4.8-0 94-0 4-8-0 4.8-0 Plate Offsets[9:0-0-0.0-0-01,110:0-0-0,0-0-01 LOADING (psf) SPACING 2-0.0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LU -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999 6CLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TU 0.00 4 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min I/defl - 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP_No.3 REACTIONS (lb/size) 2 = 511 /0-8-0, 4 = 511 /0-8-0 Max Horz 2--79(load case 5) Max Uplift2 = -271 (load case 4), 4-271 (load case 5) FORCES_ IV - First Load Case Only TOP CHORD 1-2 =17, 2-3 --424, 3-4 = -424, 4-5 =17 BOT CHORD 2-6 - 372, 4-6 = 372 WEBS 3-6-87 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33, 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 271 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic,#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300+ Chesterfield, MO, 63017 Cert.#6634 A IVAiitmo - wrty dea{yn psnassseters and Rup Noma oN THm AND herd+ m am axpow Ems. Design valid for use only with MRek connectors. This design Is based only upon potametem shown, and Is lot an Individual building component to be Installed and boded venloaky. Applicability of desgh patometemand pfopet incorpofatfon of component Is tesponsiblilty of building destgnef - not buss designer. Bracing shown Is Tor lolefol support of IndNklual web membefs only. Additional tempofary bfaaing to Insum stability during construction It the fesponsiblsty of the •tectw. Additional peimanent bAicing of the ovefol shuctum Is the io"nsbMly of the building designer, Fof genetol guidance iegoiding fabibatbn, quality conhoi, stofoge, deiivety, creation and blocing, consul) OST-all Quality Standard, DSI.89 Bracing specification, and HIN-91 Handling InstaMna and Bracing Recommendation available from Truss Plate Institute, US D'Onohb Dflve, Madison, W133719, MiTek® 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 l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property e securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 0 3 `' ; joint and embed full Avoid knots and waney plates/a" from outside edge of o a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at I/4 panel length('- 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 It. spacing, or less, if no ceiling is installed, 4000 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, Z PANEL TM CLIP erection and installation of trusses. 01993 Mitek Holdings, Inc. FORM018,019 CiaNG-wilul ( HMAM-AIN 0 Job Truss Truss ype ty y 14626931 DR2289AP FG19 FLOOR 1 1 Job Refere WPMionaU n stnencseseIeu, u ar 20 09:09:42ge 3-4-0 e-e-4 941,41 i 12-10-12 16-1-0 1t15-0I1 1 3-" 3-2-4 3-2-4 3-2.4 3-2.4 3-" Scale = 1:32.4 20 II 5x6 = 2x4 II 4x8 = 2x4 II 8x14 II 1 7x8 — 2 3 4 5 6 7 JUL 13 12 11 10 9 15 3x6 11 7x6 = 2x4 11 4x8 = 7x8 = 7x8 = 3-4-0 644 "-a8 12-10.12 16 1-0 19-5-0i 3-" 3-2.4 3.2.4 3.2-4 3-2.4 3-4-0 Plate Offsets e , LOADING (psf) TCLL 40.0 SPACING 2-0-0 Plates Increase 1.00 CSI TC 0.82 DEFL in (loc) I/defl Vert(LL) -0.46 10-11 >496 PLATES GRIP M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 480 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD sheathed or 2-6-5 oc putlins: 1-7. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 100-0 oc bracing. WEBS 2 X 4 SYP No,3 *Except* 1-14 2 X 6 SYP No.2ND 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14=1065/0-6-0, 8-1593/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4770, 4-5--4770, 5.6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12-4770, 10-11 =4750, 9.10=4750, 9-15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13--2253, 3-12-296, 4-11 =-260, 5.11 -21, 5-10=178, 5-9=-1907, 6-9 =-239, 7-9 = 2464 NOTES 71 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to beattachedtowallsattheirouterendsorrestrainedbyothermeans. 2 Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. tOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads (Ib) Vert: 15 = -564.0 Junaidie Budiman, Lic#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 WARMNG - VerM design pamsnetere and READ NOTES ON 7108 AND RE VISKM WIZ BBPojtB VSX. silsersse ® Design valid for use only with MiTek cgnnectars. This design k based only upon parameter shown, and is for an Individual building component to be Installed and loaded vetticaNy, Applicability of design parameter and propet Incoipoatlon of component Is tesponslbllity of building deslgnet - not puss deslgnet, Biocing Shawn Is lot lateral support of Individual web members only. Additional lempoary btaoIng to Insure stabilityduring construction Is the responsibility of the ericlot, Additional permanent bracing of the overall structure k this tesponsiblify of the, building designer. nor genetal guidance iegaiding tobtlaatlan, quality control, storage, delvery, erection and biocing, comull QST.88 Qualify Standard, DSI -89 Srocling Specification, and HIS-91 Handling Installing and 8rocing Recommendation available lion Truss Plate Insliute, 583 D'Onoela Dilve, Madison, WI $3719. MiTek® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 1 TOP CHORDS 2, Cut members to bear tightly against eachc2Q other. o WEBS J5 o 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 I/s" from outside edge of V o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords !icesPI/4at panel length(' 6" from adjacent joint.) ce C, u 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 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 food deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and site, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or 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 MiTeke engineer, 15. Care should be exercised in handling, COUP TM l cup erection and installation of trusses. 1"3 Mitek Holdings, Inc. FORM018,019 QAAIG-NAiI. irioAv atp Job Truss Truss ype ty 89 A ELEV. DR2289AP FG23A FLOOR 1 2 14626932 Job Referencoeti ACCU- SPA 1, Mar 20 seesenuqage3.11- 0 7-54 1 If-" 1 15.2-12 1 19-0-0 1 22-11-0 I 3.11- 0 3-94 3-9.4 3-9-4 3.9.4 3-11-0 Scale = 1: 38.5 2x411 5x6 = 2x4 11 4x8 = 2x4 11 4x8 = 15Xo _ 2 3 4 5 a 7 14 13 12 11 10 159 8 3x6 11 US = 2x4 11 4x8 = 7x8 = 4x10 = 3x8 I I 3.11. 0 7-8-4 It-" 15.2.1219-0-0 22-11-0 r1 1 3-11- 0 3-94 3-9.4 3-9.4 3-" 3-11-0 Plate Offsets LOADING Ipsf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 40. 0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 > 504 M1120 249/190 TCDL 10. 0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0. 0 Rep Stress Incr NO WB 0.65 Horz(TL 0.06 8 n/a BCDL 5. 0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 480 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD sheathed or 4-6.1 oc purlins: 1.7. BQT CHORD 2 X 6 SYP SSSOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2X 6-SYP No.2ND, 7.8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.2D, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2X 4 SYP No.2D REACTIONS (lb/size) 14=1378/0-6.0, 8=1859/Mechanical FORCES (Ib) - First Load Case Only TOP CHORD : 1- 14=-1084, 1.2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1662 SOT CHORD '' 13- 14=798, 12-13-7695, 11-12-7771, 10.11 =8538, 10-15=8538, 9-15=8538, 8.9=799 WEBS - 1-13= 3264, 2-13=-240, 3-13--3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10-428, 5-9=-2818, 6.9--239, 7.9-5166 NOTES 1) 2- ply truss to be connected together with 10d Commonf.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 • 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4. 1 row at 0-9-0 oc. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Special hanger( s) or connection(s) required to support concentrated load(s) 757.01b down at 18-8.0 on bottom chord. Design for unspecified connection( s) is delegated to the building designer. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase 1.00 Uniform Loads (pit) Vert: 1-7=- 100.0, 8.14=-10.0 Concentrated Loads (Ib) Vert: 15 = -757. 0 Junaidie Budiman, Lic,# 451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.96634 4, WARNING - V* rW dear4a paransstom and R&4D NOMS ON TWS AND RBVXMW SIDE BAPORC USK. Design vaild tot use only with Mltek connectors, This deftn It based only upon parameters shown, and Is tot an indMdual building component to be Installed and loaded venloolly. Applicability of design parameter and proper Incorporation of component It iesponsbaty of building designer - not Muss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stablily during construction Is the responslblilty of the ereclot.--Additional permanent birlieft of the ovetal shuctum It the responsbIlly of the building designer. FOr gstrmoi guidance tegaiding fabilcatlon, quality control, stoic", deilvsry, erection and WacIng, consul QST•Ot Quality Standard, DSI.89 tracing SpecRloatli and HIS-91 Handift InstailIna and troolf{t Recommendation available from True Rb ate Institute, 883 D'OnohDrive, Madison, W 153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 44 14113A Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. 0 1r For 4 x 2 orientation, locate 0 X plates I/8" from outside edge of a. truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabLdaf plafing format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nalf JOInt/Plate Placement Chaff. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimsnslon 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 nA Indicates location of joints at which bearings (supports) occur. MiTek PANEL TM CLIP FORM018,019 I HYMMMRI) 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 oil other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mtek Holdings, Inc. Job Truss Truss ype ty y 89 A EL V. 14626933 DR2289AP J ROOF TRUSS 6 1 Job Reference to tionaqo AccU-51PA 1, , , s e t o n ustnes, u Mar age I t-0-0 7.0-0 _ 1-0-0 7-0-0 3 Scale = 1:20.5 8.00 12 2 4 2x4 = 7-0-0 i 7-0-0 LOADING tpsf) SPACING 2-0-0 CSI DEFL in Uoc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 VertILL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 VertITU -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2 248(load case 5) Max Uplift3=-260(load case 5),:2--137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5,Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33',plate grip DOL-1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 3'and 137 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 wARMxa - V*rW deet>jn parawwtom and R&W xOMS ON TOMB AND ift6NISIR5i6 SIDS BXPORR V88. ••• Design valid for use only with Welt connectors. This design Is based only upon parameters shown, and is for an Indtvlduol building component to be Installed and boded vertically. AppScablllty of design parameters and proper Incorporation of component is iesponslibWty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary b+ocing to Insure stabSMy during construction is the responsibirlty of the wector..;Additional permanent bihoing of the overall structure is the tsspombNMty of the building designer. For generol guidance regarding fabticatlon, quality caflfriatoge, delivery, erection and Wooing, consult OST-44 Quality standard, DS8-89 Bracing SpecMbatbn, and Hi8.91 iTek Handling IrWaSBra lnaandaling Recommendatlon available hom Truss Plate lnst8ute, 893 D'Onohb Drive, Madison, WI 53719. M Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13/4 * 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 1/8' J2 J3 J4 TOP CHORDS owner and all other interested parties.. a £ 2. Cut members to bear tightly against each other. o a w,EBS 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 /s" from outside edge of c' 0. 0 o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chard splices ca a o at /a panel length('- b"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 fabular plating formal refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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 4000 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP FORM019,019 Cc D-N.4 1. Q1 ofmmawN e 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, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1"3 Mitek Holdings, Inc. Job Truss Truss I ype ty y 14626934 DR2289AP K ROOF TRUSS 3 1 Job Reference to tionap s e I e n u r as, rtc. u Mar 20 OU:09:44 2003 Page 1-0-0 t30-0 1-0-0 5-0-0 3 Scale: 314'=T 9.00 12 2 1 4 2x4 6-0-0 5-0.0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.09 1 > 171 BCLL 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: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 - 165/Mechanical, 2 = 327/0-4-0, 4 = 48/Mechanical Max Horz 2 - 1800oad case 51 Max Uplift3=-183(load case 5), 2=-125(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-34, 2-3-60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partialiy,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. 31Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Deve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 AIYARmNa - Ver{ jjf designs parametm and READ POTaa ON nn AND AQ Vpit omfe naram mm. waaa Design valid for use onlv with MITek connectors. This design Is based onty upon poiametets shown, and k tot an Individual building component to be Installed and boded vertically. AppkaWy of design potameteis and proper Incorporation of component Is tesponstblSly of butding designer - not truss deslgnei. Bracing clown It for lateral support of IndNldual web members only. Additional tempoiory btaeing to Insure dablNly during construction Is the responsibility of the sri"tot..Addnbnal petmanent biWing of the oveto5 structure Is, the tesporrstWNly, of the building designer. For general guidance regarding fobrlcatlon, quality conirot storage, delivery, election and bracing, consuit QST48 Quality Standard, DSS•89 Sraekq Spealfieatlon, and HIS•91 Handling Inslallinp and Srockp Recommenddlon available from Truss Plate Institute, 843 D'Onokb Di", Madison, wi $3719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 12/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner,. erection supervisor, propertysecurelyseat. 1 6 J2 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachca0 other. o 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 from outside edge of EVVEBSb O at joint locations. dtrussand vertical web. a o 4. Unless otherwise noted, locate chords icespl' at 14 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, of less, if no ceiling is installed, 40` 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 iTeit® k engineer, 15. Care should be exercised in handling, TM Pt EL erection and installation of trusses. 1M M tek Holdings, Inc. FORM018,019 CiAH18-NI IL WA Job Iruss Truss Type ty y 89 A ELEV. W/ PORCH 14626935 DR2289AP KA ROOF TRUSS 1 1 Job Reference optional) sFebr e Industries,Inc. u Mar 20 09:09:44age 5 0-0 2 Scale . 1:15.7 8.00 12 1 3 20 = 5-0-0 r 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 8CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4'SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Harz 1-;169(load case 5) Max Uplift --73(load case 5), 2=-186(load case 5) FORCES (Ib - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; It = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33, 2) Refer to`girder(s) for truss to truss connections. 31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 186 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#461 I 11 MiTek industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cart, #6634 wMMNG - ver y drreigl par amnia a and RRAD NOMSON TAU A10 RRMUM 81XW MFOJt6 user.• Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and It for an IrK7Wldual bulding component to be Installed and loaded vertically. Applicability of design powmelers and proper Incorporation of component It responelbWty of building designer - not #russ designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsibNity of the erector. Additional permanent bracing of the overall structure k the respon"y of the buNdkg designer. For general guidance recording fabrloallan, qually control. storage, delivery, erection and bracing, consull OST-88 Oually Standard, DSI.89 Bracing SpeeNlaatbn and HIS-91 Nandllnp Instal lnp and lroamt; Becommendollon available from Trust Plate Institute, 593 D'Onoebive Dr, Madison, WI53719. M Tek® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propedy 44 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 Ja owner and all other interested parties.. 4 TOP CHORDS 2, Cut members to bear tightly against eachaother. J"* a WEBS JS Q 3, Puce 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 /8" from outside edge of 0 o a ti at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords lacespI/4at panel length(+ 6" from adjacent joint.) ce V, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J 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 MITOk/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel Ladeg 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, oeoo 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, 11,4 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 MA A T® 1 engineer. 15. Care should be exercised in handling, TU CLIP erection and installation of trusses. 01"3 Mitek Holdings, Inc. FORM018,019 O i ri-n+An. 1 HM070-AIR. Job Truss Truss Type ty i y PuRCH 14626936 DR2289AP L ROOF TRUSS 3 1 Job Reference to tionaq sFebl eIndustries, nc. u ar 20 09:09:45age t-o-o 3A-0 1.0.0 3.0.0 Scale = 110.3 6.00 12 2 1 4 1 2x4 —. 3.0.0 3-0.0 LOADING psf) SPACING 2-0-0 CSI DEFL in (Ioc WWI PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL° 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight:`11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/sizel 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2'=J 130oad case 5) Max Uplift3=-1050oad case 5), 2--119(load case 4) FORCES IN - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL -1.33 plate grip DOL =1.33. 21 Refer t0 girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic,#451 1 MiTek Industies, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A, WA&MNG - Vent desilyn paxe wwters and READ NOTES ONTWS AND JtBVZ W SIDE BEFORE UAW. Design vaild for use a* with MRek connector. This design Is based only upon parameten shown, and is tot an IndlMuol building component to be Installed and boded vedicaNy. Applccbiilty, of design paramstea and piopet Incolpoiatlon of component is respon"y of building designer - not bust designet. &acing shown Is for IoWal support of Individual web members only. Additional temporary bwcktg to kaut• stability during oondructlon is the tesponstAilly of the wootot, Additional permon•nt tx1scing of the overall shucture Is the tespon"y of the building designer. For general guidance regarding tobilcat on, quality control, storage, delivery, election and bracing, consult OST•BB Quality standard, 081-69 Bracing speclibaflorn, and NIB-91 ® Handling Instalilnp and Bracing peeommendatbn available hd hornTrussdoteInstitute, 693 D'Onohb Diive. Madison, W 163719. ' Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Wl O QLj"! For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. I— 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 AT THE LOWESTJOINT MITeic/Gang-Nail Joint/Plats Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 01' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 93M13-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeko TU PANEL CLIP FORM016,019 Crn+rD-NnfL Q Of MRO-AM OD General Safety Nags 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, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 1993 Mitek Holdings, Inc. Job I ruse I ruse I ype ty y 89 A ELEV, VW PORCH 14626937 DR2289AP LA ROOF TRUSS 1 1 Job Reference to tionaI s e r e n ust es, nc. u ar 20 09:09:45age 3-0-0 3-0-0 Scale = 1:10.3 0.00 FIT 1 3 3.0.0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - ii M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Verti -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) 1 st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP li TOP CHORD Sheathed or 3-0.0 oc purlins. BOT CHORD 2 X 4 SYP li BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 1=130/0-4-0, 2 =103/Mechanical, 3 = 28/Mechanical Max Horz 1-102(load case 5) Max Upliftl =-40(load case 5), 2=-110(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3 = 0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure 8; ppartla)Iy;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others); of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WA MM - inert deir4n panusseterw and R&W NOMS ONTWX AND Rb't+ERB6 SM BRMA9 UAW. w aarai® Design void for use only with Mask connectors. This design Is based only upon paromeisa drown, and k is an Individual building component to be Installed and loaded vertloolly. Applicabilityof d*slgn paramstaa and proper kxxxporatlon of component Is responslWMty of buldlnq deslgner - not truss designer. Bracing shown Is Id lotetal support of Individual web members only. Additional tsrmpoiary bracing to Insure stability during construction R the responslbllty of the enrctot. Additional permanent brbcing of the overall shucture li the respotnstOy of the buldi dedgnet. For general guidance tegording tobtlaatlon, quality conttot Naage, deNvely, election and biochg, consul OST-ap Quality Standard, 081-e9 Irackg Specification, and NIS-91 ® Handling lWo1 inp and Stackq RecommerWdbn avalable hom Twfrb ssPlateInstitute, a63 D'OnoDilve. Madison. WI $3719. ` irz Symbols PLATE LOCATION AND ORIENTATION 134 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 7' For 4 x 2 orientation, locate plates i /s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Pate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 0$ 00 continuous lateral bracing. BEARING VnA 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 LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870044-N, 930013-N, 910080-N 19! 0 MiTek® PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Milek Holdings, Inc. FORM016,019 Job Truss Truss Type ty y 14626938 DR2289AP M ROOF TRUSS 3 11 Job Reference to tiana1) ACCU-PA 1, , sFebI e Industries, nc. ` u Mar 20 09.09:46age 3 t-0-0 1.0.0 Scale a 1:5.9 a.00 F12 2 4 1-0-0 ir2x41.0.0 LOADING'(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - We M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS fib/size) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Harz 2=60(load case 4) Max UpRft3-27(load case 5), 2=-127(load case 4) Max Grav, 3 - 260oad case4), 2 =173(load case 1), 4=10(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2-33, 2-3--40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h - 25ft; TCDL = 4.2psf; BCDL - 5.Opsf; occupancy category 11; exposure B, partially; MWFRS gable and 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. 31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic,#451 I i 1 Miiek; lndusties, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 pwmtrilm • vertu deviyn paramatm and mul NOTai9 ON TwoAAID ttevaim ftiln Bafrow use. *terQp Design valid tot use any with MITek connectors. This dedgn is based only upon parameters shown, and is for an IndNMuol building component to be installed and loaded vetticaq+. Applicablify of detlgn paametea and proper lncwrporotlon of component is respora burly of building designer - not trust designer. Siccing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure dabOy during construction is the tesponsibaty of the woollot. Additional permanent brbrcnng of the overall shucturo is the iespondbSSy of the building designer. For general guidance iegoiding fabrication, quo0y conhol, dotage, delivery, eiection and bracing, car" CBT-84 thtdNy standard. DSB-69 Sraoing Specification. and NIB-91 Handling hnstastna and $mekng Recommendation available from Trust sniR19. plate ute, 593 D'Onoelo Drive, Madison, WIiTek® Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mirek/Gang-Nail Jolnt/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING W nIndicates location of joints at which bearings (supports) occur. ME 0 cr O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N mi! 0 Mffek® TM PAN CLIP EL AGeneral Safety dates Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 614 Job Truss Truss Type ty y 89 A ELEV. W/ PORCH 14626939 DR2289AP MA ROOF TRUSS 1 1 Job Reference (0 tigna11 sFebr e Industries, nC. u Mar age 2 1.0.0 12 1-ao 6.00 12 Scale 1:5.9 1 3 1-0.0 2x4 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 VertiTL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1at LC ILL Min I/defl = 360 Weight: 3ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. 60T CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 45/0-4.0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=36(load case 5) Max Uplift 1=-130oad case 51, 2=-380oad case 5) FORCES 0b) - First Load Case Only TOP CHORD 1.2 -14 SOT CHORD 1-3=0 NOTES 11 Wind: ASCE 7-98 per FBC2001; 120mph; It 25ft; TCDL=4.2psf; BCDL=5.Opst; occupancy category 11; exposure B; partiaOyMWFRS gable end zone; cantilever left 'and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3)''Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 38 lb - uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic,#451 1 Miiek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNING} - vorm design par+tamrttery and stmw :Norris ON T'HI8 AND R68ERB6 awe BaroRt me. rra awr Q Design valid lot use only with MRek connectors. Thk design Is based onty upon parameten shown, and It to an Individual building component to be knsloNed and loaded vMflcally. Applicabilityof design parametets and proper Incapotatlon of component Is mspondARy of building dsslpnet - not buss deslgrner. &acing shown k tot bteral support of Indivldvol web members only. Additional temporary bracing 10 route dabWy dutkng construction k the tesponslbitly of the erector. Additional pMmonent btbchg of the overall structtne k the tespondblNty of the building deslgnet. not general guidance fegardkng fabrication, quality conhol, slacge, delivery, erection and bracing, coreull CU-88 Quality Standard, 086.89 bachg Speoftallon, and NR•91 Il'Tandlrqmetallingand6rookqRecommendationavalldbleIsomTrussPlateInstitute, $83 D'Onorlo Drive, Madison, WI63719. M Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property fie securely seat, J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against eachcaQ other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ a Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a = at joint locations. truss and vertical web. a a o 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) u BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE 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. 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 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/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 MAAA i lTe'k® engineer. 15. Care should be exercised in handling, TM PANEL cup erection and installation of trusses. 1993 Mltek Holdings, Inc. FORMor8,o1V s""'s-iw"- 0WORO,MR:0 .:. 1 * Is., 14626940 DR2289AP MT U-SPAN-I III MONO TRUSS Q1 11E I -1-" 2-6-0 20 11l 1-0-0 2-6-0 .. 3 Scale - 1:9.2 LOADING fpsf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 VertILL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purins, except and verticals. SOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =191 /0-1-8, 4 =108/0-1.8 Max Horz2 =1180oad case 4) Max Uplift2=-1070oad case 4), 4= 78(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3-0, 3-4=-85 BOT CHORD 2-4 = 0 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiaNy MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-1.33. 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2 and 78 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drivi Suite 300 Chesterfield, MO, 63017 Cart. # 6634 A WARma - ver w &con Pwwor owsand Rm No'Fa9oN Tm8 AND R16 mss am aamm vu r.essr Design vold lot use only with Mffsok connectors. This design k based only upon paromesets shown, and Is to an Individual building component to be I installedandlooodvstticcly. AppkrabWy of design potarrtsten and propet heoporatlon of component is resporablNty of buldkp designs - not fouls designer. Boocirg shown is for lototal support of Individual web msmbsts only. Addlional temporary boochg to Maas dabOV dutiog condmotbn Is the tespoaibWly o1 the srookx. AcWfonaff peomonenl lxboiog of the ovetol situctum is the respornWly of the buldiig designer. fat gerwai qukfonaa r } oegaidingtobolcatkm, qualitycontrol, ttoage, delvsry, srectlon and biaci g, conoult C ST•!aQuality Standard, 086.89 Smoktg Spscinootion, and H S-91 M Tek® lion0ft MolinaandSraeftIteconmerWmatlanavolableatoTiussPlateMaute, 683 D'Onokb Ditvs, Modion, W163719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property ys . securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaQ other. WEBS J5 3. Place plates on each face of truss at each4*For_ 4 x 2 orientation, locate o 0 3 ; Qjoint and embed fully. Avoid knots and wane plates I!s" from outside edge of O d at joint locations, truss and vertical web, a o 4. Unless otherwise noted, locate chordsplices at / 4 panel length(+ 6" from adjacent joint.) ceC, BOTTOM CHORDS Thissymbolindicatesthe5. 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-Naii Joint/Plate Placement Chart. FARTHEST TOTHE 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 gspecified, 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 of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 1 I1 MiTek® 15. Care should be exercised in handling, nr PANEL CLIP erection and installation of trusses. 0 1M Mitek Holdings, Inc. FORM18. 019 A t AQ, RO t Job russ Truss Type ty y PORCH 14626941 DR2289AP P QUEENPOST 3 1 Job Reference to tional) sFebI eIndustries, nc. u Mar 20 09:09:48age I 4-4-4 I 845-0 I 12-7-12 + 17.0.0 Is-" I 1-0.0 4-4-4 4-1-12 4-1-12 4." 1-0.0 Scale: 3W-1 4x8 4 0,00 52 2x4 2x4 3 5 2 8 3x4 = 8 3x4 = 5x8 = 8-60 17-0-0 a-" Plate Offsets - LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.03 6-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TQ 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins. SOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 9-6.8 oc bracing. WEBS 2 X 4 SYP Nv.3 REACTIONS (lb/size) 2 - 871 /0-8-0, 6 = 871 /0-8-0 Max Horz 2-1170oad case 4) Max Uplift2--435(1oad case 4), 6=-4350oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3--1169, 3-4=-900, 4-5=-900, 5-6=-1169, 6-7=23 SOT CHORD 2-8 = 964, 6-8 - 964 WEBS 3-8=-251, 4-8-417, 5-8=-251 NOTES (4) 1) Unbalanced roof live (cads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001 120mph; h-25ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 3) Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2 and 435 lb uplift at joint 6. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Sudiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dri ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARNWO - Ver{ fy deai" pamaw era and READ NoTaB ON TA78 AND R6IIERB6 awe BiS1 oAx UB6. ssrassse l® Design vold /or use, only with MMek connectors This design is based only upon porametes shown, and is for an hdWual building component to be Instated and loaded vertically. Appi¢abWy of design parameter and props hcotpotation of component is mspons bOy of building dagnar - not ttuu Eldesigner. Mooing shown is for lateral support at IniWidual web members only. Additional tempixary brocing to Insure stability during condruction b the retponslbRty of the woolat.:Addisbnal permanent brlsckV of the overal shucture Is the rssponsR111ty of the buWing designer. For general guidance tegardhg tabrleatbn, quality control storaae, delmry, election and txacing, consult CST -BB' Quality Standard, DSB-09 Bracing Sp"M cafbn, and HIB-91 Hantd0no kataMlna and Bracing Recommendation available hom Truss Plate ew. hstltute, bag D'OnolrloDr. Madison, W153719. MiTek® Symbols Numbering system AGeneral safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, 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, propertysecurelysent. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachu other. O , J5 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 at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords icespfIAatpanellength(* 6" from adjacent joint,) I CS CIOo 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 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 parallel9pa grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Boftom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeko engineer. 15. Care should be exercised In handling, CLIP PANEL TM erection and installation of trusses. 0 1"3 M#ek Holdings, Inc. Foanate,oiv a"'"-"e'a' NYDRr<7tAlA® t , Job russ Truss ype ty y V. W/ PORCH 14626942 DR2289AP P7 ROOF TRUSS 1 1 Job Reference (o tiona1) ACCU-SPAN-T 1, , s e I eInd-s r es, nr:. u Mar 20 09:09:49age 1-0.0 4-0 8 I 7.0-0 1 10.0-0 I 12-11-8 17-0.0 f 18-0-0i ) 1_" 4-0-8 2-11-8 3-0-0 2-11-8 4-0-8 Scale = 1:31.5 8x10 = 5x10 = 3.00 12 4 5 2x4 ZZ 2x4 3 8 N 2 7• yy 8 1"l Us = 10 9 3x8 = Us = 5x8 = 7-" I G-" 17.0.0 7-ao 3.0.0 7.0-0 Plato onsets . LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES (TRIP TCLL 30.0 Plates Increase 1.33 TC 0.61 Vert(li 0.31 9 >628 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TU -0.39 9 > 506 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.10 7 We BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 2 X 4 SYP li 'Except* TOP CHORD Sheathed or 2-9-13 oc purlins. 4-S 2 X 6 SYP No.2ND SOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. SOT CHORD 2 X 4 SYP No.2D *Except* 2-9 2 X 4 SYP NoAD WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2-1633/0-8-0, 7 =1633/0-8-0 Max Horz 2=-51(load case 5) Max Uplift2=-1012(load case 2), 7=-1012(load case 3) FORCES ;(fb) - First Load Case Only TOP CHORD 1-2 = 9, 2-3=-4930, 3-4 - -4803, 4-5 =-4736, 5-6 = -4803, 6-7 = -4930, 7-8 = 9 BOT CHORD 2-10 = 4745, 9-10 = 4736, 7-9 = 4745 WEBS3-10=-76, 4-10=753, 5-10=-0, 5.9=753, 6-9=-76 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33, 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1012 lb uplift at joint 2 and 1012 lb uplift at joint 7. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 432.51b up at 10-0-0, and 603. 21b down and 432,51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1.4--74,0, 4-5=-160.3, 5-8=-74.0, 2-10=-20.0, 9-10--43.3, 7-9--20.0 Concentrated Loads (lb) Vert: 9=-603.2 10=-603.2 Junaidie Budiman, Lic.#451 1 li Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. # 6634 WARMNG - Virr(& daa4p% pan metem and R&W IVOTMB ON TWS AND A6VBMW hill iitlC"JW USC. arrase Design vald tot use only with MRak connectors. TMR design R bared only upon parameter shown, and Is for an indlvlaual building component to be installed and boded verfli Applicability of Wslpn poramai and proper kompoiatbn of component It tesponsRNNty of building designer - not truss designer. Siccing shown Is far lateral support of Individual web members only. Additional temporary bracing to haws stability during construction It the iesponsblity of the •tecta. Additional permanent brbclng of the overall structure Is the slbN tespcnRinid y oftbuildingdesigner. For general guidance tegoidkp tabrbdtlon, quality control distorage. d6reatbn and bracing, consul CST•aa duality Standard. Dill-89 Ilrocing Specification. and HI/-91 Handling Watoli and 11= 11g RecommeiWallon ovolPlate ci from Tiuss lnsHlute. 883D'Onottlo Dille, 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 theplatestobathsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. f/e„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachG1 other. J5 XO0aWE 3. Pk3ce plates on each face of truss at each For 4 x 2 orientation, locatevO joint and embed fully, Avoid knots and wane plates I/s"from outside edge of a4. at oint locations. truss and vertical web, a Unless otherwise noted, locate chords iicesPFAI/4at panel length(+ 6" from adjacent joint.) ce C,o 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 formal ref*r to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plats Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearing (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 0 CUP erection and installation of trusses. 41993 Mitek Holdings Inc. FORMQ18,019 z°'' HYMO-AIA® S. o russ russ ype ty y. W1 PORCH 14626943 DR2289AP PGAB OUEENPOST 1 1 Job Reference to tiona1 s e e n ustnes, nc. u Mar : : age 1-0-0 444 I 8-8.0 1 12-7-12 17.0-0 1 184)-0 1.0-0 444 4-1-12 4.1-12 444 1.0.0 Scale: alit`-1' 06 4 r 2x4 II 2x4 II e.o0 12 7x8 7x8 3 5 2x4 11 2x4 11 0 0 2 11II it U7 ld 2x411 2x411 2x411 a 2x411 2x411 2x411 3x4 = 3x4 = 5x8 = 8.8-0 17 0-0 8.8-0 8b-0 Plate Offsets : - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.03 6-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TU -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 871 /0-8-0, 6 = 871 /0-8.0 Max Harz 2 =117(load case 4) Max Uplift2 = -435(load case 4), 6--435(load case 5) FORCES (lb)'- First Load Case OnlyTOPCHORD1-2-23, 2-3=-1169, 3-4--900, 4-5=-900, 5-6=-1169, 6-7=23 BOT CHORD 2-8 = 964, 6-8 = 964 WEBS 3-8--251, 4-8-417, 5-8=-251 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL-S.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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2 and 435 lb uplift at joint 6. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASES) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WAIT - Ver ft desslyn panumt on and RN" AT0728 ON 7H1'8 AND RE VERSE 8M .911WORE USE. 40 Design vasd lot use only with M1Tek conneatas. This design Is based only upon parameter shown, and k lot an Individual building component to be Instated and loaded vertk3aly. Applicability of design parameter and peopee Irecorpotatlon of component k mitponslblilly of building designee - not truss designee. Btocing shown k lot MHwal support of Individual web members only. Additional temporary bectoing to Insure stability during consltuclion Is the tespohsiblllly of the eleatot. Additional petmanent tAecing of the overall structure is the responslblifty of the building designee. Foe gemal guidance regarding lcbebation, qualty confect s Wage, depvsry, emotion and bedckng, consult GST•811 Quality Standard. 031.89 Bracing Specification, and HIS-91 Handling Instai n alliandImgBnd eoommealionavollable hornTruss Plats institute, $83 D'Onohio Delve, Madison, WI53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE, LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * 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, 8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachu other. o J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Qjointz and embed fully. Avoid knots and wane plates r/8" from outside edge of 0 O a4, at joint locations. truss and vertical web. oa Unless otherwise noted, locate chords icesl o at 1A panel length(* 6" from adjacent joint.) ce I. - 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 pfafing formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Comber is a non-structural consideration and Mitek/Gang-Nafl 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 Welk- engineer. 15. Care should be exercised in handling, TPA CLVEL erection and installation of trusses. 0 1"3 Mitek Hollings, Inc. FORM018,010 Job Truss Truss ype ty y 14626944 DR2289AP Pi ROOF TRUSS 3 1 Job Reference to tional) ACCU-SIM 1, , , e e r e n ustrras, nor. u Mar 20 09:09:50age 1-0-0 7-ar 1.0-0 7-" 3 Scale = t 3.1 3.00 F12 2 4 U4 = 7-0.0 - — - 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.20 1 >83 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2'X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=234/Mechanical, 2=422/0-8-0, 4=66/Mechanical Max Harz 2 =12Siloed case 3) Max Uplift3=-209(load case 5), 2=•187(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=48 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plategrip 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 209lb uplift at joint 3 and 187 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#461 1 MiTek Industies; Inca 14615 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cart. #6634 A WARmG - Verm deelyn parameters, and READ NOT6a ON Two AND Rxvzmw 13tDa asrom ust. ® Design valid for use only with Mlr•k connectors. this design It based only upon parameter shown, and It for an Individual building component to be installed and loaded ventcalty. Appltcabilty of design parameters and proper Inc tporation of component Is responst 0y of building designer - not truss designer, Bracing shown It fa ioteial support of Individual web members only. Additional temporary broclng to Ynuie stability during construction to the responsiblley of the ereclot. Additional permanenl brbckp of the overall structure Is the iesponablilly of the building designer. Fos general guidance tegaiding fabrication, quality conhal. storage, dellvery, erection and bracing, consult 037-88 Quality Standard, 039•89 Bracing Specification, and N1R*91 Handling Installing and /racing Recommendaillon available from Truss Plate instltute, 683 D'Onohlo Delve, Madison, WI63719. M Tek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 137. *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 eachc2 other. 0 J5 a 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - , a aZ-2- joint and embed fully. Avoid knots and wane plates/e" from outside edge of 0 a at oint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chords icespl1/ 4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-NalI 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 rCB 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 withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM CUP erection and installation of trusses. 41993 Mtek Holdings, Inc. FORM018,019- 0. s Job Truss TFuss Type ty Y 14626945 DR2289AP PK ROOF TRUSS 4 1 Job Reference {o tiona1) sFebr e Industries, nc. u Mar 20 U9:09:51age too sac 0-0 5-0-0 A0.o 3.00 FI2 2 t 4 3x4 = 5-0-0 5.0.0 LOADING-Lpsf) SPACING 2-0-0 CSI DEFL in (Ioc) Well PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.25 Vert(I-Q n/a n/a M1120 249/190 TCDL 7.0 Lumber increase 1.33 BC 0.08 Vert(TL) -0.06 1 > 259 SCLL 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 1/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ub/size) 3-155/Mechanical, 2-333/0-8-0, 4-46/Mechanical Max Harz 2 - 91(load case 3) Max Uplift3 = -1 45(load case 5), 2=-164(load case 2) FORCES hb) - First Load Case Only TOP CHORD 1-2 =17, 2.3 - 32 BOT CHORD2-4-0 NOTES ( 4) 1) Wind. ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-1.33. 2) Refer to girderls) for truss to truss connections, 3)' Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3 and 164 lb upliftatjoint2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek' Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. # 6634 WARMNO - V*rJ& dd sign paranwtere and X"D NOTES ON TKIS AND RBVZRXX SWZ EEFOAB vets. Design vaSd for use only with MRek connectors. This design It based only upon parameters shown, and is tot an Individual building component to be Instated and loaded verllo". ApplicabMly of design parameters and proper Incorporation of component to responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insuie stability during construction is the responslbUity of the erector. Additional permanent bracing of the overall structure is the respohsibSl y of the butding designer. For general guidance ieWiding labrlaatbn, quality control. storage, delivery, ereeTlon and bracing, consull OST48 Quality Standard, DSI-aV Iraefng Speaftalion, and HIS-91 iTek® HandlingIndalllnaandSracipRecomrnendationavallablefromTrussPlateInstitute, 563 D'Onofrlo Drive, Madison, WI63719. M Symbols Numbering system AGeneral safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/., * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property ye,. securely seat. J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. J5 o- WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of 0 a. 4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords lices I P at /a panel length(+ 6"from adjacent joint.) ce 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 MTek/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 SIB 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. 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, TM Z @= erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 G+4NO-1VIYt Job russ Truss Type ty 1 y 14626946 DR2289AP PL ROOF TRUSS 4 1 Job Reference (o Lionel) sFebi e Industries, no. u Mar 20 09:09:51age 3 144 3-0-0 1-04 3-0-0 1:e.9 f 3.00 12 v 2 1 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 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) Ist LC LL Min I/defl - 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc puffins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 70/Mechanical, 2 = 250/0-8-0, 4 = 26/Mechanical Max Horz 2=570oad case 3) Max Uplift 3=-79Aoad case 5), 2=-147(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-34 BOT CHORD 2-4=0 NOTES (4) 1 Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASES) Standard Junaidie Budiman, Lic.#451 1 MiTek lndusties; Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 wAmNQ - Virt& deal" ps rssmetera and READ Norza oxT=9 AND RZYZRSz BIDz 9Lrr w vw. ® Design voNd for use only with MRek connectors. 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 tesponskNsty of building designer - not truss designer. Bracing shown k tot lotmal support of Individual web members only. Additional temporary bracing to Imute stabRly during construction If the tesponsibRty of the etectot. Addillonal permanent biba at the ovmat structure k the responslbaty of the buNdknq designer. For general guidance regoiding fabrication, quallty control. storage. del"ty, erection and bracing, co nsut OST-ore Quality standard, 039-89 Bracing Specification, and HIS-91 Handling Installina and Bracing Recommendation avatabls from Truss Plate Institute, $83 D'Onof to Drive, Madison, WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly 13/4. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. e J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 3 ; ; 0 joint and embed fully. Avoid knots and wane plates /s" from outside edge of V o_ a ti at oint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices I14 atpanel length(* 6" from adjacent joint,) ceC, 6 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 THETRUSS STARTING AT THELOWEST JOINT 7, Comber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4. to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ff. spacing, or less, 'rf 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 after truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, cLt TM PANEL erection erection and installation of trusses. 3 Mitek Holdings, Inc. wRM 8,oio oa"w-",n" NYEWO-WAS if , ' Job Truss Truss Type Qty Ply 2289 A ELEV. W/ PORCH 14626947 DR2289AP PM JACK 4 1 optional) ACCUSPAN-TH, LONGWOOD, FL, GORKA G. 5.000 s Dec 17 2D02 MiTek Industries, Inca Mon M 24 09:24:40 2003 Page 1 1-" 1-2-0 1-" 1-2-0 Scab - 1:4.9 2 3.00 12 1 395 4 1-2-0 1-2-0 Plate Offsets Y : 2:0-1410-1-8 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (hoc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.06 Vert(LL) Na - Ma W120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Ma 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 1.2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc tracing. REACTIONS ( Ib/size) 3=7/Mechanical, 2=167/0-1-8, 4=11/Mechanical Max Harz 2=32(load case 2) Max Uplitt3=-30(load case 5), 2=-116(load case 2) Max Grav3=10(load case 4), 2=167(load case 1), 4=11(load easel) FORCES ( tb) . First Load Case Only TOP CHORD 1-2=17, 2-3=-21 BOT` CHORD 2-4=0 NOTES ( 5) 1) Wind: ASCE 7-98 per FBC200l; 120mph; h=25ft; 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 at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 116 lb uplift at joint 2. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inca 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. # 6634 A, WAmNa - Ver{fjt des(on pwwnetem and READ NOTES oN Tim AND item 36 sme Bir"i tzuse. ors. Design voNd for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an IndMdual bulding component to be Installed and loaded vertloally. Applcablity of design parometers and proper Inccipotatlon of component Is respornlbMty of buNding designer - not buss designer. Bracing shown Is lot lateral support of Individual web members only. Addlbnal temporary broclrp 10 knute dobmy duing construction Is the tesponslbllty of the erector. Additional permanent bilsoing of the ovetal structure It the tesponslbBity of the buNding deslgnet. For general guidance regarding lobrloation, quality control, storage, delivery, erection and bracing, consult OST-94 Quality standard. DSS-89 Vacing Specification, and HIS-91 MiTek® HandlingInstallingTringandBracingRecommendationavailablefromussPlateInstitute, 683 D'Onoelo Grlve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. As„ a"4 For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING which bearings (supports) occur. gnA Indicates location of joints at oe WISC/DILHR 870040-N, 930013-N, 910080-N N! 0 MiTek® TM PANEL CLIP FORM018,019 dAM6 A2 ® 'RQ1iIQ General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1 M Mitek Holdings, Inc. 11 4 . , DR2289AP IPS ROOFTRUSS Oty F 2 1 2289 A ELEV. W/ 14626948 B 1 5-0 5-7-1 9-10-13 1.5.0 5.7.1 4312 Scale - 1 3.4 = 5.7.1 9-10-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in Roc) VdeH PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.12 6-7 >976 BOLL 0.0 Rep Stress Inca NO WB 0.49 Horz(TL) 0.02 5 n/e BCDL %0 Code FBC2001 Matrix) 1st LC LL Min Well - 360 Weight: 39lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-0 oc pudins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=296/Meehanical, 2=51310-11-5, 5=442/Machanical Max Horz 2= 149(load case 2) Max Uplift4tt-249( load case 5), 2=-274(load case 2), 5=-135(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD1.8s14, 2-8=14, 2-3-1548, 3-4=38 BOT CHORD 2-7= 1504, 6-7=1504, 5-6=0 WEBS 3-7=160, 3.6=-1553 NOTES (4) 1) Wind: ASCE 7- 98 per FBC2001; 120mph; h=25ft; 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) Refer to girder( s) for truss to truss connections. 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 249 Ill uplift at joint 4, 274 lb uplift at joint 2 and 135 lb uplift at joint 5, 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular. Lumber Increase= 1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 11-8=-74. 0 Trapezoidal Loads (pif) Vert: 8=0.0- ta4-183.1, 2=-1.7-to-5=49.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drivi Suite 300 Chesterfield, MO, 63017 Cert. # 6634 wAttiK M - V.ro d.*Wn paran. m and X&V ]IT0rX8 ON Tarts AND ltBVXJ 96 MW SNPOM USX. ••aiiiii® Design valid for us* only with MITek connectors. Th% design is based only upon parameten shown, and Is fig an hdMdual building component to be InstoNed and loaded vertically. Applicability of design porameten and proper Incoiporallon of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Wividual web members only. Additional temporary bracing to Insure stability during oondiuction is the responsibility of the eleatot. Additional permanent briscing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabilcati m, quality conhot storage, delivery, erection and bracing, consull QST-85 Quality Standard, DSI.69 Bracing Specification. and 14I1-91 MiTek Handling InstallIna and StoolrlgRecommendationavollablefromTrussPlateInstitute. 593 D'Onoilo Drive, Madison, Wl53719, Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each14C2C3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locateQl"':nplates o _ 0 joint and embed fully. Avoid knots and wane 1 /e" from outside edge of o a . _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices O at r/4 panel length(+ 6" from adjacent joint.) ca C, C6 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 piaNng format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTak/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Id! 14. Do not cut or alter truss member or plate without prior approval of a professional Milek® engineer. 15. Care should be exercised in handling, rM PANE! CLIP erection and installation of trusses. 01 M Meek Holdings, Inc. FORM018, 019 111yi0Rafl%a ® 4 Job Truss Truss Type Qty Ply 2289 A ELEV. W/ PORCH 14626949 DR2289AP S ROOF TRUSS 2 1 o tional ACCU-SPAN-TH, LONGWOOD, FL, GORKA G. 5.000 s Dec 17 2002 MITekIndustries, Inc. Mon Mar 24 09:25:54 2003 Page 1 1-" l 5.2-5 9.10.131 1-5-0 5.2-5 4.8-7 4 j SteM 1:20.2 d 4.24 12 3X4 3 2 Li r20 II a 5 3.4 2x4 = 5-2-5 9.10-13 5.25 4.8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6.7 >999 W120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-1-14 oc tracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=311/Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz 2=307(load case 2) Max Uplift4=-291(load case 5), 2=-242(load case 2), 5=-157(klad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5.6=0 WEBS 3.7=166, 3-6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf, BCDL=5.Opsf, occupancy category 11; exposure B; parbally;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint 4, 242 lb uplift at joint 2 and 167 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=444o-4=-183.1, 2=0.0-to-5=49.5 Junaidte Sudiman, Lic.#451 1 MITek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - Vir(* dsrstyn pssraewtere and READ NUMB ON THIS AND REVERSE SIDE RXF0RE UBE. ss sas Design valid for use only with Mltek connectors. This design Is based only upon parameters shown, and Is to an Individual bul ding component to be Installed and boded venk.dlly. AppMocbMly of design paromefen and poper hcorpototlon of component Is responsbMty of building designer - not huss designer. Siccing shown is to Wolof support of Individual web members only. Additional temporary bracing to haute slablllty duting consttuetbn It the responsibilliy of the etectot. Additional petmanent b4ickp of the overal shuclule Is the tespohsbM y of the building designoi. For genetal guidance tegarding lobticalbn, qualify conhot tlatage, delivery. erection and brocing, consull OST-86 Quality Standard, DE11-89 Sroc" SpeoMloctlon, and Hill-91 Mandl" InstaBlna and Snseing Reoarrrmenddlon available horn Ttua Plate Ins1 Nut*, 583 D'Onohb DtNe. Madison, Wi 53719. M IT i. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 t 3/44 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac3 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 0 ax joint and embed fully. Avoid knots and wane plates IIs" from outside edge of v o a _ at joint locations. truss and vertical web, o a o 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 J 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-Nate Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring 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 iTek® engineer, 16. Care should be exercised in handling, TM PANE,L CLIP erection and installation of trusses, 01993 Mitek Holdings, Inc. to-iyy u:iNM rKUM CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: Date: The undersigned hereby applies for a permit to ipstall the following electrical: Owners Name: Address of Job: Electrical Contractor: /c,. Residential: Non -Residential: Number Amount Addition Alteration, Repair (Residential & Non -Residential New eaident al: rvlCe New C me • . r AMP Service Change v Service: From AMP 39WG to AMP Service Manufactured Building Other. Da on o Work: w Application ee: 1+0;00 r TOTAL OUE:' ,,; SO, 00 r By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Xp-olcanll Signature ttate License Number