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HomeMy WebLinkAbout211 Belgian Way - BR02-000420 - SFRPERMIT ADDRESS 2011 3c CONTRACTOR D.R. Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER M/ " M PHONE NUMBER ELECTRICAL CONTRACTO: MECHANICAL CONTRACT( PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION&4.S &Q PERMIT # D Z•y24 DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 24 2 "I This is to certify that the building located at for las habijoan WIP16ted according to PINVAR' iz'nthe office of the Building Offigial prior to the issuance 6f said building permit, to wit as complies with all the building, plumbing, ;AJI(jai, T'oi.ng- a d suMvision regulations ordinances of the City of Vanford-and with the provisions of these regulations. Subdivision Regulations Apply: Yes---- No DATE AWNS, DATE APPEDVAL BUILDING: FIRE: Finales: Inspected ZONING: I InspectedUTILITIES: Water Sewer Lines in V7- Lines in Meter Sewer 7 SetTap Reclaimed Water, ENGINEERING: Street Drainage, Paved Maintenance B 0, PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work DATE WATER - SEWER iMPACT FEES 01- APPLCTN FEE -ELECTRIC 3/21/02 01- APPLCTN FEE -BUILDING 2/15/02 01- APPLCTN FEE -MECHANIC 3/20/02 01- APPLCTN FEE -PLUMBING 2/19/02 01- PREPOWER AGREEMENT 4/23/02 02- ENGNG DEVLPMT FEES 2/15/02 01- FIRE !MPACT - RESIDENT 2/15/02 01- LIBRARY IMPACT FEE 2/15/02 10. 00 10. 00 10. 00 10. 00 60. 00 1V00 59. 27 54. 00 PRUE: This is to certify that the building located at for which permit DA2 has heretofore been i5sued on -2Z15Zab'= 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, pluiiibing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. BTAFKARREVAL Sdbdivision Regulations Apply: Yes---- No ---- 01-OPEN SPACE 2/15/02 279.61 01-POLICE !MPACT - RESID 2/15/02 9i.93 01-RADON GAS TAX FEE 2/15/02 12.14 01-ROAD !MPACT FEES 2/15/02 847.00 01-RECOVERY FDAERT. PW 2/15/02 i2.14 01--SCHOOL 1MPACT FEE 2/15/02 1384.00 WD IMPACT : SIN GLE FAMILY 2/15/02 650.00 SD !MPACT:SINGLE FAMILY 2/15/02 1700.00 AL WILDING OFFICIAL fir's REQI.IEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ADDITION TO A SINGLE FAMILY RESIDENCE**** DATE PERMIT # C" A 2 13ADDRESSA, ip731J SUBDIVISION Bakers Crossing CONTRACTOR D R Norton Ph: (407) 8324698 (Tom) e Fax:__1407} 321-3579 Tile Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C. n Thank you for your cooperation. Engineering___r-/" Public Works Utilities Conditions: (to be compleled only it approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd aK D. B"cSC--Jz0—r REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ADDITION TO A SINGLE FAMILY RESIDENCE'" 41 DATE — 7 Q PERMIT ADDRESS SUBDIVISION Bakers Crossin CONTRACTOR D R Horton Ph:_ (407) 832-4698 (Tom) Fax: 407) 321-3579 1-lie Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your departmentwouldresultinagrantingaC.Q. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd_ Public Works74GLIAO"M,40AAR. Cert. of Elev. Rec'd T Utilities_ Bldg. Inspector Apprvd - Conditions: (to t e completed only it approval is conditional) OWNER: ADDRES; DATE: REASON FOR DISAPPROVAL: V. oD CONDITIONAL AGREEMENT: z< - e yt') - L -&A- , E DEPARTMENT UTILITIES PUBLIC WORKS ENGINEERING REQUEST FOR FINAL INSPECTION z CERTIFICATE OF OCCUPANCY/COMPLETION« 1 1 ADDITION TO A SINGLE FAMILY RESIDENCE"" DATE PERMIT # ADDRESS V. w x 1 t. SUBDIVISION Bakers Crossing J a E f CONTRACTOR D R Horton IQ._ a Ph: (407) 832-4698 (Tom) Fax: (407)321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Enaineering__.,___ Public Works Utilities t Conditions: (to be completed only if a proval is f nditic Fema Rec'd_, - Cert. of Elev. Rec'd Bldg. Inspector Apprvd T-- m' C'. 1 J I I ! REQUEST FOR FINAL INSPECTION I I I I CERTIFICATE OF OCCUPANCY/COMPLETIOKI ' I I I I ADDITION TO A SINGLE FAMILY RESIDENC8. 1 I 1 ! fDATE `CI I I sI1IPERMIT # n.: I Y, I I ADDRESS C. -? I SUBDIVISION Bakers Crossing CONTRACTOR D R Horton J y Ph: ( 407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a CertificateofOccupancyfortheabovereferencedaddress. We would appreciate afinalinspectionofthesitebyyourdepartment. Approval by your department wouldresultinagrantingaC.O. for the address. If you have any issues that the contractorwillneedtoaddress, please submit a statement for denial of C.O. or a conditionalagreementtobeattachedtotheC.O. Thank you for your cooperation. Engineering___ Public Works Utilities Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd Conditions: ( lo be completed only It approval is conditional)-C C'c ] i , 2--2d— 199S Q - J /F'f-1 I- I iU" CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Perrmt Number: _ The undersi(tned heret)y 990plies for a permit to install the followina- electrical: Owner's Narne !_---!'-=-t-=-_ — - AddrCss of Job: Electrical Contractor, Residential _ Non -Residential; _,-T- 70 By signing this application I am stating that I am in compliance with City of Sanford Electrical Code. applicant's Signature State. License Number As As. a ncur, INC. 200 A UNDERGROUND METER BASE-i 2• NIPP l 2" CONDUIT BY FPC 225 A RAINTIGHT MULL CKT WWI SQ A iA N BKR. 0 CKT 0AIN UG 201: AMP ralOE VANEI.' NSIOE PANEL Ai AREA, 2/0 ALUM,SER CABLE L;GH INING ARRI'STOR 4 BARE CU TO (;POUND 9 FT. GROJNDINC ROOS $ FT, APART ELE' TIR'C.AL PRISFR NOTE; ELECTRICAL MATERIALS ANO INSTALLATiONS SHALLCOVPLYW/ APPLICABLE :'ROVISCNS OF THE NAT ONALELEC. CODE, LOCAL CODE::y, AND THE LOCAL. POWERLOADCENT'RS vWIL,I BE C, E. QR EQ. Sc air SAK R -0 SING 0 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 98, BAKERS CROSSING PHASE I, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT A BELGIAN WAY 50' RIGHT OF WAY S89't 7'3a"E 448.60' PT 329. 51' 119.09' PC I 50.00' aIN S 89.17' 34" F z N WALK IS 1.5' OFF A 16 O WALK IS 10' UTILITY EASEMENT 1.5' OFF O------------ O O O O 3' C/W N O CONCRETE;: I r- LOT 99 Qo N N d' O O 14- 6 -- FND 1 /2" IRON ROD AND CAP LB #6393 (04-22-02) I i LOT 74 j CERTIFIED TO: O.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA SHINJI KONNO AND URARA KONISHI CH MORTGAGE COMPANY, I , LTD. NOTE: THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4117195 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM. BEARINGS SHOWN HEREON ARE BASED ONTHENORTHERLYLINEOFLOT98 BEING S 89'17'34" E PER PLAT. FIELD DATE: ) 04-22-02 REVISED: SCALE: 1 = 30 FEET APPROVED BY: JKE ASM32914 FINAL 4-22-02/CC J08 N0. LOT PLAN 6-21-01 RT DRAWN BY: LOT FIT 5-2-01 JML 14.8' al'.'.'I9 20,0 L-=5 390 COVERED ENTRANCE El aa ONE STORY CONCRETE BLOCK n RESIDENCE o a o #211 BELGIAN WAY 61OFINISHEDFLOOR Q ELEVATION=39.71 J N d' O O 40.0 n 5.0' 0' 1.3 0 LPJ N LOT 98 I N 89*1734" W 50.00' LOT 75 LOT 97 34,5 I FND 1/2"IRON ROD AND CAP LB N6393 (04--22-02) i LOT 76 BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 3l 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 Q FND NAIL AND DISCL8 #4671 (04-22-02) FIND 1/2"IRON ROD AND CAP LB #4671 (04-22-02) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES PONT 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 DHD OVERHEAD UTILITY LINE ID IDENTIFICATION 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 l,i SIGNATURE AND THE ORIGINAL RAISED SEAL OF T II-JRIDA LICENSED SURVEYOR AND MAPPER. rAMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 FOR 4 Z'`f p Z THE FIRM JAMES K. EKERN, PSM #5899 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 98, BAKERS CROSSING PHASE I, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT A BELGIAN WAY 50' RIGHT OF WAY 448.60' 4S89'17'34"E - PT 329.51' 6/ 119,09. PC 1 50.00' " o aO TjNs8,9'171 OI2 1.W5K ISOFF 07 WALK IS 10' UTILITY EASEMENTI.5' OfF O------------ O O O Q N CONCRETE, DRIVEWAY r- 06 14.8' v o 20.0' 2 v , COVERED n ENTRANCE n ONE STORY CONCRETE BLOCK RESIDENCE o N211 BELGIAN WAY o LOT 99 FINISHED FLOOR O o ELEVATION=39.71 N N O O U) SA 13o In N J\\ FND 1/2"IRON ROO AND CAP LB #6393 (04-22-02) LOT 74 NOTE: THE FINISH FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH ON ENGINEERING DRAWINGS AS PROVIDED BY D.R. HORTON HOMES INC. IN KEEPING WITH CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO: O.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA. SHINJI KONNO AND URARA KONISHI CH MORTGAGE COMPANY, T , LTD. NOTE: THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 98 BEING S 89'17'34" E PER PLAT. FIELD DATE:) 04-22-02 REVISED: SCALE I' = 30 FEET A?PROVED BY: JKE ASM32914 FINAL 4-22-02/CC JOB NO. LOT PLAN 6-21-01 RD DRAWN BY: LOT FIT 5-2-01 JML LOT 98 N 89'17'34" W 50.00' LOT 75 0 3 LOT 97 34.5 I FND 1/2" IRON ROD AND CAP LB #6393 (04-22-02) i LOT 76 I BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 3_9 71 EXISTING ELEVATION 7 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 C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1-6#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 Q FND NAIL AND DISCLB #4671 (04-22-02) FND 1/2" IRON ROD AND CAP O LB #4671 (04-22-02) CNA CORNER NOT ACCESSIBLE nl DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION 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 RIE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM JAMES K. EKERN, PSM #5899 DATE S CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Numberf'5 Date: -3" C7.0 '" The undersigned hereby applies for a permit to install the following equipment: Owner's Nam, Address of Jo Mechanical G Residential j'_ Non -Residential State License Number c4"` 5 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 02 12,0 Date: `7 .v I l h The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: L Electrical Contractor: I-y O Residential:",---' esidential:", Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: AMP Service S New Commercial. - AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. Description of Work: Application Fee: 10.00 TOTAL DUE: t By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature u State License Number w rwrwrwruuwrrrwrrrrwrrrirr THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 W&A" WW9 CLERK OF CIRCUIT COURT SENINXE COUNTY BK 04327 PS 1594 CLERK'S # 2002832794 RECORDED SWUM 12115132 PM RECORDIN9 FUS 6.0 RECOROED BY L Noodloy 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 ppropperty: Lot(s) 74, 76, 98, 99, and 100 Bakers Crossing Phase l Plat Book 60, Page(s) 27- 29, 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 "41 lk- «.{ M Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: ontractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(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 in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by: Robert A. Lawson, Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE je"The foregoing instrument was acknowledged before me this / day of 2007E,— by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., aDelaware Corporation, on e a of thoiporation. — He/ She is personally known to me. Notary Public, State and County Aforesaid rt. rrlaaL.e000LTON r •" ICI 'Y Ccrnm PUBLICUp.7/26/2002 No. OC 762427 P. rsondN Known MOWED. OWI.O. Notary Seal nnP FEB 1 5 200 W/ 4 l W1 v.r... ...I.. ENGINEERING PERMIT PCRMIT No C " This permit slia(I outlrorice work to be done in the City of Sanford based on the approved construction Plans andtheinformationprovidedbelow: fliglrt•of Way Utilization .................. Orivc-way................. Applicant Namcj_ 4t.i{ l—(((%I (irrn: Address:.3'"1_l-'I"li'Lo Project Location of Address-__ l D Title of Approved Oovelopmcnt Plans: Approvil Oatc: Schcdu(c of Work- from To (mcrgcncy Repairs ....... Cl Proposed Activity: Orivcway Installation ....... Aerial Utilities ....... Underground Utilities ....... Bore and Jack.......0 Open Cutting of Roadway ....... Sidewalk Installation ....... Other ....... Specific Description: 4 . a 0 ! ... ! ... . ERcavation Information: Total Lcngtlt (M Number of Open Roadway Cuts Aerial Information: Lcngtlt (FT) Number of POICs (Existing) (New) It is understood and agreed that the rights and privileges herein set out ere granted only to tite extent of tite CityofSan(ord's jurisdiction and (lie dglit, title, or interest in the land to he entered and'used by the permittee. The permittce shall al all times assure all risks of and Indemnity, defend, save harmless the City of Sanford from and against all'loss, cost, damage, or expense arising in any manner on account of the permit request by said permf(teeOftheforesailrightsandprivileges. In (fie event of any future construction of roadways, utilities, stormwater fecifilies,or any general maintenance activities by the City becomes in conflict Willi (fie above permitted activity, the permittce shall removo andJor relocate as necessary at no cost to (he City of Sanford, insofar as such facilities ere within the public right -of, way. 'CALL TIIC PUBLIC WORKA OCPT. AT 330.5G81 TO SCHEDULE A PRC•POUR INSPECTION APPLICANT S(GNATURF —&I +I— OAT[ Reviewed: Public Works Oatc Utilities _ Me n('PROVH) Hdo. r, lit I'-rl`.i fi I`-ll'rI I I;(lll 6'. C11 y OF SANFORD I-ILUM13ING PERMIT APPLICA I0 un I ,, rF: 4-g Ualp. 11 110-1-aL— i tre uncielsiUIICd hereby applies for a` Iterrnil to install Ills (ulluwiny plurn iny: hvncfs Name: Address of Job (41 i C Plumbing l:olrlrticWf: Residelifial. V Nun Resirlenlitll: Al e !ri u , JJ on ^Il.rali nI, Pepilirsf,csidenticjl & Non Rc!sidenlia t'1Y f nSi tlat: aIer nrr!orercial; Crlirtinturrt ('crrtil Fcr= $25.t1U . -- ix1u: c :, Floe: 'Drain, 'f l aft -- surer ('ipiIIV ---.-- ini ;ter !'i fYlI!Iufa`lureJ f3tri(Jinu -- ---- —_ . f It5 0.1(,i. U( 1 T61AL DUE: iiUlllbr!1 /—,JOu111 L— 10.00 Oy Signin9 111i; application 1 am slalinu mat I tern in cumpliarice will, city o1 San(uld Plunlbii it) COdC, Applic:anl's Signature State License Number t ne't'x CITY OF SANFORD PERMIT APPLICATION 1-).G -- 0 Permit No.: Date: Job Address: 21 t t Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: 5. Type of Construction: Flood Zone: c, , Valuation of Work: $ c a tcy Type: /`Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: 2 Owner. ,T). R . 4622L) --.T1Nc Address: G 7,50 914a k;i I' - Ip- . ` lCQ, City: AnX State: -F Phone No.: 4159 1 aF:51 R 9 tC) t Contractor: C t-ta .f) b. LAD Address: Zip: Fax No.: An-{ q2'Z t02- Ci • t r. State: L Z 2.E'a 2 CCity: 'p: 3`. ,. State License No.: 3 Phone No.: q(0- x.. '—`.1 / Fax No.: ~Ac-q (q=6 Contact Person: jklTy%_ cu ) Phone No.: 40 lad - 9101 x 2i-) Title Holder (If other than Owner): Address: Bonding Company:yLx Address: Mortgage Lender: Address: Architect: Phone No.: 4:54) ef7 Address: 1E1 tJ.S,R. 3 - ii, it 2 [ FaxNo.: W?- _' =. - -lL Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. a i I va, -" 6 1 11P>1-11/ 6d Sign tore o Owner/Agent Date Sigftaturc Contractor/Agent Date Print S Owner/Agent is Produced ID of Florida Date fink, (,A n"..ar«.i1U pie to Me or APPLICATION APPROVED BY: /Xo Z Print I Sig'` ra_ t rida Date 6F F,i' JMCIA I— CQULTON N P L80), M3 ml t EW 712rino2uu;, C',,zr27 i 4Year tYZe €x ' I-f9 Contractor/Agent is Personally Known to Me or Produced ID Date: % . ? — / 2 —0e Special Conditions: It N go, iceIle systefu Da""e of Install : Col -ill -act Nlunllk'..- t" -'SERS 'IND NliIll e Address GZ150 reeOit,i 11) V7 1 32&,2P- 1' holle & Eln"ixi 1iw4 1- 1 -1 " c ry clklnyct ill System ki'li'SL Fli%Iell". Qu" "%St.l'. Alllliv,csa-y Date) I a S t Cresuil if i it iic i.11Leliato j S 1 '1. INS T A 1, L A T 1 -1'- N , I S S: CPS I S " EC 11A L lit: , I]s --,— i-- I "'` NAl—, Y' I'll N 1- S A I A' 1_ T '17 the date of installai.-..- tl-.c Sui-'-t:-;cul W it C I' a 1)'tile s J L: U 11 l i 1 S tsill IC r,, C i-I ii I', ii I A :dali' OcC, '0 UIC dCSCl'ibCd pl-Opel-L duril-i-I C v, 'i v c r i 0 dc xNN i 11, -LI 1) 0 r' o i I C nSTPCC i(A'5 ----':'-S and )nN the cost Of laill., a"uC'A'ials 1101 t 0 C.d' tile at no additional Cost h:' K C"N'- EMP', THIE' UNDER,,, i-ONS-;N'i-S -0 :2,,D AJUTHGI.""E6` ""t' D AG RE ES -1 H A': 1- H RNI S A N D CO N D ITI 0 N S S'1-.-". r E" t", T."I E R 0 F -F lE AG P. E E N'. S I A L L. C OVERN TIH Lx'-- E, Ll 0 N S 1-11 P 0 F T 11-1 L' P,-'k RT I ES. Apex Repi n, D Apex 11cst Col"'--i 1sz-' stiintial comp".''C" 'llid 1-c-6!ations, and pohcable ul iiter.aturc R. A instal" C, 11,01, t)Nclvc inoinlis 11,01s. til A2L ieu, 3. durin," 'Li;us._c:;i, kld iZccz-ul!` termite Mali...,... n d-it, tl-'. of: urill- C lIfol t S' it' i-, itN' 'I'AL'I ,it."". L i ui, o heel Ills C. effect ytl. Sel-i-tvicon' Colom, Chilli:[ :ail CMI PrLAreatment I'lli-, . l< c "hu i- li- A F'r I Of t1lC 11%'!'-:i'cd "Ji'J i: wI his a-reemellt for 3mo per Payable c.- a lei cr o 1 11 , lilj I L"' ' cudIll: filth, year, --id eaci icar tlie o rin : '11C 'r," 1 N - C. t-1 1--. ila Tile Custome:' coop -:raliu'i vitl"' 'A. -ex durillu the oi, ich s "'kle arcl'(S! 1?aiicd fre,- '-on-' a c,ti ti "olltl t u.. w la'011 Such as it 11 L) ii .1:-N Lk "'kLc ID1St0 '1 CN X o I' a 11 (i ii d er 1) 1 c rtonuc' L' ro, o;' -as --',,n-,cia1 or Additional —'s". eli!-nizi.te fall)"-, "ru"'n dnliil' s collde„'-' Jr !Qiks 'I- thc t-o'01 uIlder the al'e(s) A tl't 0 bL -j e _-LS,..- 0 Its i wilere csci Cx 11t k C'0110;'i al-C' o f) 0 1. C DISCLAIMER`: l:"k INCLU'DING STA'11- TOI'IkY WA' P'' '-"N'TI IES' D F) P 'E'Cl 17 1) 1 CLA."t',S AN"i I L, ED lvv""W .-UNTES OF I C F. N-1 E, RC H ANT, ,3'TL1,-ITNESS '--OR I' A R T I C U LA. 11 P 'U ON IZI N 'I N; 0) , 1 1, - S ,IN 1 AN, t n, C'- 0, R 'Ro A 1' I- ' L FUPTIA' IER, `6v`',- Y D"A 'Ss 'AI 'l N "i SERVICE PR;-- D 111-'R'EU -)El" AII "AS C 1Z D C'!: A' D Customer und rel-"ascs all" '-2i1ns in a a I'NN S al-bltri1 u, Of am statille, '111:lzion' loss o 1, U s o N -I' a C, u ill compensatory, hiclidcl-a';, consequcmiilj iN C' ti-c" Ac, Spec i'll tl'i --,N kin, 1. '<llld in ao 11 L to J-.0 '-,C..I-' D- - ible r th.-it 2'1101'ffllip.-" 11-1c ") I - - f jr n v il n- it , 1, — 1, .' 1 k:. , " i - I z 10 Cl c at s Ill li 11 AI - 4reate, SENSITIVITYlPHYSICAL FACTOR& Customer understands and n,roes that (1)it is the responsibiQ or all family nncinbers, visitors, guests, and/or other temporary or permanent occupants to consult a lbysician if necessary regarding any affects the Property treatment may have and (2)it is their responsibility to notify Apex in writing not less than two (0 days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory illness, or other coadhion that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the bet,_.y terms and conditions are hereby made part of this contract and apply without exception. L DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer unthrs ands that: All components of the Sentricon *System (Components) are and will remain, to property of DowEhaneo. 'Fite Cusiorner has no rights to :ut), of the Components, and the Purchaser nray not alter, remove, or modify the comf:onmw in any way, other than the right to their use as irrstailccl by Apex on We Customer's premises under this agreement. L On expiration or termination of thus Agreement, Apex at"! DowEhauco or its representative are authorized by the Cusinmter to retrieve from the Customer's premises the Stations and otfier Components contained therein for appropriate disposition. 3. 1`i .A-pex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (I)so notify the Customer ; ("offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "Quid harrier" method of termite control mnay not offer an effective means of controlling certain termite infestations of certain structures. M such event Apex may not be able to offer a different Ann of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different forth of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or A Apex cannot offer an effective different forth of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrievc, or advise D< .Manta at - its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)gmnt Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)6ther agree with Apex on the use of a different form of termite control or erect to discontinue this relationship. ADDITIONS AND/011 ALTERATIONS This Agreement covers the Structure(s) identified herein as of tire date of the initial irtstalhation. Prior• to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to an; termUicide being applied on or close to the location of any Station, or; (3) soil is removed or added around the touodation, o; (Q any tampering of baiting equipment or supplies occurs, tie 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 ahtermion, addition, or other such event, may he pr oWdecl 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 m; & hereunder in avoidance of daniagiog any part of the Customer's property, plants, or animals. Under no circumstances or conditions Hall Apex be responsible for damage caused at the time the. work A performed except those daniages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. AN payments due pursuant to this :agreement shall be made at the Apex Corporate headquarters located i Merritt Island, BrCVard County, Florida. In the event of failure to make payment when due, or any otter default by Customer 0) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shah! be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees banned by Apex, whether or not suit is brought. VENUVSEVERABILITY. Venue for any and all legal procculings shall be in Brevard County, Florid, If an, part of this ;Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in AN force and effect. CHANGE IN LAB'. In the event of a change in appiicable law as A pertains to the services promised herein, Apex reserved tine right to revise the annual extension charge or terminate this Agreement. DISCLAINIER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be ternihawd a Apex is prevented from fulfilling Us responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel or materials, MOM, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any Labuity for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (I)terntite damage resulting from water leakage; (2)tcrmite damage resulting .runt masonry failure or grade alterations; 3)ternite damage resulting froin direct wood to soil contact; (YAwnUme and contents; (50r'eas of costing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arling here.undcr,- Customer agrees to submit the dispute to the Least expensive procedure of arbitration in accordance with the rules and procedures for commercial 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 L.S.C. section I, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brcvard Count)-, Florida at the offices of Apex or its designee. The arbitrator• will have the complete power to determine all issues of fact and law', and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that array such arbitration shall be conducted on an indhQual 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 Agreeruent signed at the time of purchase n6astitutes the entire Agreement between the _;artim and no other representations o`statements wi11 be binding on the parties. REFUNDS. Apex at ally time on or after 36 (thirty-six) months from tine initial .rate o` installation, terminate this .Agreement and be relieved of any liability hereunder 1 Apex determines, in its sole discretion, that A A unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Controi Inc. NOTICE, OF CLAIMS, ACCESS TO PROPERTY. Any claims under fire terms of AN ;'agreement roust be made immediately in writing to Me Apex Corporate Office. Apex A only obligated to perform under this Agreement if the Customer allows Apex access to the identified Property for any purpose contemplated by this Agreement, including but not limited to re-'.nspection, whether line inspection man requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year #'rota ire c? .cKe elatn after this initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a $50A0 transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Trademark of DowElanco Brcvard Area GAwdo Area Tampayarasota Area 8 S Plumosa St. 7N6 Staitoint Ct. #G 5314 Fauhkenburg Rd N Merritt Island, F1.32952 Winarpark, FL, 32792 Tampa, h'L. 33510 407-459-2847 07-858-0540 813-22 i .847 800-929-2847 o,98-764-2847 877-459-2847 Limited Power Of Attorney I hearby name and appoint: Craig Coulton and C,2.' ! r...L 411- l+gn each agent's of D.R. Horton Inc. VrA ' To be my lawful attorney in fact to act for me and ply The Building Dept. of: l' It,l o Eah 6 K, For a residential permit for work to be performed at: Lot # : q ? J Subdivision : fa ke ,s Crass i J- Address: 21 ilG--tiiAly Qp q And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number r/x Signature of Contractor This foregoing instrument was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally known to me. State of Florida County d( Orange pf Fla PATRICIA L. MUL70N NOTARY o MyComm Exp. 7/26/2002 o PUBLIC > No. CC 762427 enonany Kwmn f 1 OltW I.0 Public Siqnature Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT l . Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) Cl 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 details of these footers with reinforcement bar replacement. Cl b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. Cl e. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. Cl 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on rill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE UL. -J By Owner or Authorized Agent) D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: BAKERS CROSSING ADDRESS 2 H AC--oLN BUILDING APPLICATION OWER OF ATTORNEY 2 SETS OF SEALED PLANS v 2 PLOT PLANS 13 SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYOUT ATTACHED TO THE PLANS ATTACHEDSETSOFSEALED TRUSS PROFILES AND LAYOUTS TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT e Dn- v6 GP kGj Fr11 J FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 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 211 BELGIAN WAY CITY STATE ZIP COD SANFORD FL 32711 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, legal Description, etc.) LOT 98, BAKERS CROSSING 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): or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bi. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 0045 E 4117195 4/17195 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date` SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) r C 1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram mostsimilar to (lie building for which this certificateis being completed - see pages 6 and 7. Ifno diagrarn accurately represents the building, provide a sketch or photograph.) C3, Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. Slate the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and dalurn conversion calculation. Use the space provided or the Comnients area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes No a) Top of bottom floor (including basement or enclosure) 39. 7 ft.(m) co o b) Top of next higher floor NIA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) 00 o d) Attached garage (top of slab) 39. 3 ft.(m) E o e) Lowest elevation of machinery and/or equipment 6 servicing the building (Describe in a Comments area) 39.0 ft.(m) E a 0 Lowest adjacent (finished) grade (LAG) 39.1 ft.(m) Z .91 o g) Highest adjacent (finished) grade (HAG) 39. 4 ff.(m) C o h) No. of permanent openings (flood vents) within 1 ff. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. crn) 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. I understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: JAMES K. EKERN LICENSE NUMBER: 5899 TTITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 320 E. SOUTH STREET, STE.180 G CITY ORLANDO DATE 4/26/02 STATE ZIP Ci FL 32801 407)426-7979 Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance company use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 211 BELGIAN WAY -- STATE ZIPCODE Company NAIL Number CITY SANFORD FL 32711 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. J — ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WIT. -(Y:rT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Cedificate is intended for use as supporting information for a LOMA w LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthebottom floor (including basement or enclosure) of the building is ! ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ! ft.(rn) `in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For ZoneAO only: If no flood depth numberis available, is the top ofthe bottom floor elevated in acmrdance with the communitys floodplain management ordinance? Yes No Unknown. The local official must certify this infonnation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owneror owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) - The laical oiidal who is authorized by law orordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. ` G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or archii-- ho is authorized by state or kcal law to certify elevation information. (Indicate the source and dale of the elevation 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 community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _fl.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ fl.(m) DaturnT____ 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 Ir ni'll 11101 City of Sanford Dan Florian, Building Official P. O. Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for 211 Belgian Way To Whom It May Concern: This letter is written to request a prepower inspection for the address reference above. Please be advised that such building will not be occupied until the certificate of Occupancy has been released. Sincerely, Robert A. Lawson STATE OF FLQSII)A Sworn to or affii and s cribod before me thisy Of yea PATWCIA L. COULTO by NOTARY MYComm :2()02 (Name tiny S. U UOLIC)G No. CC 762427 f rscAAfy mown(I#w I.D. a J g lure) W) TA SGAt Name of Notary Typed, Printed or Stamped Personally known:__ or Produced Identification, Identification Produced*_ 6250 Hazeltine National Drive - Suite 102 -Orlando, Florida 32822 - (407) 857-9 101 - Fax (407) 857-9228 t`0R 1600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A P t N 1965 Builder: DR HORTONrojecame. Address: 21 VIa caty uj City, State: i i) 3 Owner: 5 Climate Zone: Central I. New construction or existing New - 2. Single family or multi -family Single family 3. Number of units, if multi -family I _._ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1967 ft' 7. Class area & type a. Clear - single pane 222.0 ft' _ b. Clear - double pane 0.0 ft' --__ c. Tint/other SC/SHGC - single pane 0.0 It' d. Tint/other SC/SHGC - double pane 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ b. Frame, Wood, Exterior R=1 1.0, 28.0 ft' - c. Frame, Wood, Adjacent R=11.0, 302.0 ft' _ d. N/A T e. N/A 10. Ceiling types a. Under Attic R=19.0, 2005.0 ft' v b. N/A c. N/A 11. Ducts T a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft b. N/A Permitting Office: Permit Number: Jurisdiction Number: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits FIR -Heat recovery, Solar DFIP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27934.00 PASSTotalbasepoints: 29729.00 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: a DATE: 1" Cap: 36.0 kBtu/lir SEER: 10.30 Cap: 36.0 kBtu/hr HSPF:6.90 _ Cap: 50.0 gallons EF: 0.86 _ Review of the plans and Tttfi S7 specifications covered by this you 9rFo calculation indicates compliance with the Florida Energy Code. fan Before construction is completed a this building will be inspected for compliance with Section 553.908 rl• s Op Florida Statutes. WE BUILDING OFFICIAL: DATE: EnergyGaugeO (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1967.0 42.08 14897.9 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 Adajcent 302.0 0.7 211.4 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 = Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.10 2205.5 Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2205.5 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: 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGaugeS DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 0 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE 1 AS -BUILT Summer Base Points: 40141.1 Summer As -Built Points: 36566.0 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System Multiplier X Credit Multiplier Cooling Points 40141.1 0.3577 14358.5 36566.0 36566.0 1.000 1.00 1.048 1.048 0.331 0.331 1.000 1.000 12686.9 12686.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT *: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1967.0 4.79 1695.8 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 Adajcent 302.0 1.8 543.6 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 Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.00 2005.0 Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2005.0 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: 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-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4767.0 Winter As -Built Points: 8954.6 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System Multiplier X Credit = Multiplier Heating Points 4767.0 1.0730 5115.0 8954.6 8954.6 1.000 1.00 1.073 1.073 0.495 0.495 1.000 1.000 4752.6 4752.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 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 14358.5 5115.0 10256.0 29729.5 12686.9 4752.6 10494.5 27934.0 PASS yO, TtXE STa or EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 V FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS ! SECTION j REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 j Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. j 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. I - -- 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. FA.22 nTHFR PRFSCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS — _ _— _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) 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 1612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 1610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. j Ducts in unconditioned attics: R-6 min. insulation, HVAC Controls 607.1 karate 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. j Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.8 The higher the score, the more efficient the home. I. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kBtu/hr — 3. Number of units, if multi -family I SEER: 10.30 ^ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6, Conditioned Floor area (W) 1967 W c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SC/SHGC - single pane 0.0 11' HSPF: 6.90 — d. Tint/other SC/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' T 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 ft' 15. HVAC credits 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) STgT ointhishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed. y04ZHE based on installed Code compliant features. Builder Signature: t 'r — _. Date: CALssl« Address of New Home: 211 : dEj% r,l Q(Y4 City/FL Zip-cfj- 4 L NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. !fyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar"designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec, ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of'Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) V . RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project • • For: D.R.HORTON Notes: Design -Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF InsideedbTD 70 OF 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) Volume (ft') Air changes/hour Equiv. AVF (cfm) 1967 1967 15736 15736 0.8 0.4 210 105 Heating Equipment Summary Make TRANE Trade Outside db 93 OF Inside db 75 OF Design TggD 18 OF Relativen iumidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 6.9 HSPF Efficiency 10.3 EER Heating input 0 Btuh Sensible cooling 24850 Btuh Heating output 0 Btuh Latent cooling 10650 Btuh Heatingg temp rise 0 OF Actual ieating fan 0 cfm Total coolingActualcooling fan 35500 1200 Btuh cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.049 cfm/Btuh Space thermostat Load sensible heat ratio 82 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Vrj0htsoft Right -Suite Residential14 5.0.33 RSR26016 2000-Oct-1309:58:58 ACCA E:\Files\drhonon\1965\1965.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 0.8 ach x 15736 ft' 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 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 15736 ft' 2. Summer infiltration load 1.1 x105 cfm x 18 3. Summer infiltration HTM 2081 Btuh / 260 ft2 x 0.0167 OF Summer TD = Total window = and door area 105 cfm 2081 Btuh 8.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb 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/lb 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 BoWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WI-ic]ht50fC Right -Suite Residential TM 5.0,33 RSR26016 2000-Oct-13 09:58:58 ACCK E:\Files\drTorlon\1965\1965.rsr Page 1 i 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: tin =o. 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ftheat/Cool d 8.0 ft heat/cool 8.0 ft i heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft2) Htg I Clg ft2) Htg I Cig ft2) Htg I Clg ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 RRww 0 RwwR wwxr 0 Rx.R xwwr 0 RwRw Rxxx f0. 0 0.0 0 xxww wwxe 0 wrxx rxww 0 w:er rrrw 0 xrrr rrxw 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 r""* 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 wr.w 0 0 xwRR 0 0 e 0.0 0 0 0 0 0 0 0 0 f0. 0 0 0 xxxx 0 0 xRRw 0 0 rx 0 0 rrrr 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 EM/ 0.0 0 0 0•""• 0 0 0 0 x" 0 SE/ SW 47.4 126 5975 20 953 0 0 0 r 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 10C 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10C 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 16C 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 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 128.51 8.0 260 7400 20811 75 21351600 181 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer xx. 0 wx.. x..r 0 xxxx xwR. 0 xxwx xxxw 0 x... 14 Duct loss 100 3056 100 805 100 133 10 0y, 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 w 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 wxR 0 wwr: 0 xxwx xxew 0 rxrr rrrr Less transfer 0 0 0 0 18 Duct gain 100 2219 100 464 100 113 100 42 19 Total RSH gain=(17+18)*PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 0 1200 0 251 01 61 0 23 Printout certified by ACCA to meet all requirement"s of Manual J 7th Ed. wricg htsoft Right -Suite ResidentialT" 5.0.33 RSR26016 2000-Oct-13 09:58:58 ACCK E:\Files\drhorton\1965\1965.rsr Page 1 4 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: 7th Ed. 21Room of room Length of exposed wall M/BR 33.0 ft BR 2 11.0 ft BR 3 26.0 ft BR 4 11.0 ft1Name3dimensions14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF Area Load (Btuh) Area Load (Btuh) Area Load ( Ituh) Area Load (Btuh) EXPOSUREO. T,Sl'HTM Htg Clg ft2) Htg Clg ft') Htg I Clg ft2) Htg Clg ft') Htg Clg 5 Gross a 14 4.6 2.1 136 e«w» rwr wwwr 88 rrer w«!! f! r fr! 208 0 wrr! wfwr wwfw w w!« 88 0 w« r fw« x e! r rrlf Exposed b 12 2.9 1.9 0 w««» 0 rrf! fire 0 fwww www! wwrw walls and c 13 3.2 1.2 128 0 partitions d 0.0 0.0 0 ww«! 0 f! wl. r r!» f ffff 0 0 r... 0 0 w! f wfrw e f0. 0 0. 0 0.0 0. 0 0 0 wrrw w 0 0 wwrr fl.r 0 w* fwr w.. 0 fw.f 6 Windows and a 1 C 37.0 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0 0 0*"' 0'*" 0 0 0»""" 0 0 0 0 0 wwww Heatingc9A29.9 0 0 0 0" w"" 0 0 0""" 0 0" e 0 0" de 0. 0 0. 0 0 0""" 0 0 0 0""` 0 0'"" f 0.0 0 0 0 0 rrw! 0 0 fwf« 0 0 lrrr 7 Windows and North 20.4 0 0 0 wfrr 0 2 we 41 2 ff 4 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 0 0 0 0 CoolingE/W SE/ SW 0. 0 47. 4 0 0 0 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 ww.f 0 0 w.ww 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10 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 2.1 104 479 214 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 0 0 0 0 0 0 0 partitionsd0.0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ef 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 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 8.0 321 911 2561 16 4551 128 161 455 128 16 4551 128 13 Subtotal loss=6+8.,+11+12 4235 1925 2890 1869 Less external heating 0 f«wr 0 fwff flrf 0 r!r! wwfw 0 R!M Less transfer 0 0 wwf 0 fl.. 0 fwww 14 Duct loss 10 OA 423 100 192 100 289 100 187 15 Total loss = 13+14 4658 2117 f"' 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 0 0 0 Appl. @ 1200 0'«" 0 0" 0 0'"•• 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling wf fR»w 0 r»!w rfrr 0 rlwR f«ff rfww wrfr 0 Less transfer 0 ww"» rwf 0 w *•" 0 f ""* rf»» 0 18 Duct gain 10° 271 10° 125 10° 160 100 125 19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 0 147 0 68 0 87 01 68 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g1 itsoft Right -Suite Residential*" 5.0.33 RSR26016 2000-Oct-13 09:58:58 A ck E:\Filesldrhorton\1965%1965.rsr Page 2 I 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: 7th Ed. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ftheat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg W) Htg I Clg 1`1:2) HtgI Clg ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 RRRf lwww 144 lxfw fwrw 0 wfww wwww Rw!! Exposed b 12 2.9 1.9 0 wfww wwN 0 Mww 0 wfwR lwww ew«w walls and c 13 3.2 1.2 0 wlfw wwRw 0 ffff ffR 0 1fRf Rwlw R!R! wRRR partitions d 0.0 0.0 0 0 0 e 0. 0 0.0 O fwRf 1flw 0 wlRf www! O wxw 11wf ewwf lwww f0.0 0.0 0 w!«f www. 0 wwlw www 0 wwRf wwww w..! wfww 6 Windows and a 1C 37.0 0 0 33 1220 M* 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 f••* 0 0""'" 0 0 d 0. 0 0 0 0 0""' 0 0 e 0. 0 0 0 0 0 wlff 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 0 0 0 Cooling ENV0.0 0`""" 0 0"*"" SE/SW 47.4 49 2329 29 1367 0 0 South 0. 0 0 0 0'»" 0 0•"" 0 w«ww Horz 0. 0 0 0 0 www" 0 0 fwww 0 wfw. 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0. 01 0.0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 210 968 432 111 511 229 0 0 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 16C 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 128.51 8.0 54 1537 4321 33 9391 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 w"" f•• 183 w«. f«1w lf., Less external heating 0 0 wlfw 0 wwlw wwlw wfw« Less transfer 0 0 0 RlfR fwfw 14 Duct loss 10° 584 100 366 100 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 R! 5127 w•!w fwww 3826 www fR!« 240 R1R! w«wf Less external cooling R" 0 0 0 Less transfer LessDuct 00 0 18 gain 10° 513 10° 383 10° 24 0 19 Total RSH gain=(17+18)"PLF 1.00 5640 1.00 f"" 4208 1.00 264 20 Air required (cfm) 0 277 0 207 0 13 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wrsght5oi- t Right -Suite Residential*" 5.0.33 RSR26016 2000-Oct-13 09:58:58 ftC'`GP. E:\Files\drhorton\1965\1965.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198 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 in 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 in 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a in sw a c in 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a in sw a c in 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b in 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 r+ W i1Q i1t50{t Right -Suite Residential 1" 5.0.33 RSR26016 2000-Oct-13 09:58:58 ACCA E:\Files\ r orton\1965\1965.rsr Page 1 eo..rac.+ wtrr- - wxw icua O O O An Duct Has R-6 Insulation Value 3.oTa"c -)"wJ / s ftef) ELECTRICAL PLAN Clearancece of 4 I Che-s Around A-Ir Handier Per The State Energy ELECTRICAL R15ER uc SLABev ssLoa MIN. 2' FRom SLOG. may. F U) C U W L] i a 0 N 7 z a a UU DATEe il/3/98 scwtE: ue'a-s' SHEET C nF June 18 2001 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : M887153 thru M887173. Total : 21 drawings. Job DR1965F Builder D R HORTON City SANFORD, BAKERS CROSSING, LOT 98 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :7821 NW 67 Street Miami, FL 33166. This serves as the cover sheet in conformance to Chapter 61 G 15 -3 1 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. T wv r" , June 18, 2001 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. WARNING - Ver(jy design p ammeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. ApplicobllBy of design parameters and proper Incorporation of component Is tesponslblllly of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary btocing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, etectdon and bracing, consult CST -BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Insfallino and Bracing Recommendation available from Truss Plate Institute, $83 D'Onotdo Drove, Madison, W153719. MiTek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcac3 other. D WEBS 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 1 /8" from outside edge of 0 a O at joint locations. truss and vertical web. o a 4. UnIIess otherwise noted, locate chord splices ce C, C 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 JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko O TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. +-* 1993 Mitek Holdings, Inc. FORM018,019 HMRD,A/R T Truss Index for Job # DR1965F Sealed on : 2/8/2041 A M887153 All M887154 A13 M887155 A15 M887156 A17 M887157 A19 M887158 A2 M887159 A7 M887160 A9 M887161 AG1 M887162 AG2 M887163 B M887164 BG M887165 CG M887166 J M887167 J1 M887168 K M887169 L M887170 M M887171 S M887172 Sl M887173 4 N 1 3 WARNNO - VerVy design parameters and READ NOTES oN Tms AND REVERSE SIDE BEFORE USE. OEM Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponslblltly of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary btocing to Insure stablltly during construction Is the tesponslblllty of the erec fat. Additional permanent brmcing of the overall structure is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and btacing, consult OST•88 Qualtly Standard, DSB-89 gracing Specification, and HIR-91 Handling Installing and gracing Recommendation available from Truss Plate Institute, 683 D'Onoftlo Drive. Madlson, WI63719. M iTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply i . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ya J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each2c other, N13. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o ; T ¢ joint and embed fully, Avoid knots and wane plates I/8" from outside edge of 0 o a _ at joint locations, truss and vertical web, 0 a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6"fromC8Vpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gong-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 MiTek engineer. O 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 MYOR0,4/R® Job Truss Truss Type Oty Ply D R HORTON M887153 DR1965F A ROOF TRUSS 16 1 I optional) ACCU-St-AN, LUNGWOOD, FL 4.201 AKl s Nov 10 LVUU Pill 1 eK Industries, inc. 1 nu Feb On 0/:44: 1 / NU -1 rage -1 1-0- 7-1-3 13-6-10 20-0-0 26-5-6 32.10-13 40-0-0 Al-0-,0 1-" 7-1-3 6-5-6 6-5-0 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:72.2 5x8 = 5.00 12 5 3x8 -= 12 11 10 3x8 = 3x4 = 5x8 = 3x4 = 10-3-14 , — 20-0 0 F 29-8-2 1 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.28 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-11 >753 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11. 6-11 REACTIONS (Ib/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz 2=46(load case 3) Max Uplift2=-695(load case 4), 8=-695(load case 4) FORCES (lb) - First Load Case Only \ d TOP CHORD 1-2=14, 2-3=-3710, 3-4=-3346, 4-5=-2354, 5-6=-2354, 6-7=-3346, 7-8=-3710, 8-9=14 f. i BOT CHORD 2-12=3393, 11-12=2820. 10-11=2820, 8-10=3393 C t WEBS 3-12=-410, 4-12=543, 4-11=-862, 5-11=1333, 6-11=-862, 6-10=543, 7-10=-410 NOTES f' 1) This truss has been checked for unbalanced loading conditions. 1. 0 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord ) dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed T" t.: I building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1'wl `L , 1.33, and the plate grip increase is 1.33 ' 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 8. 4) This truss has been designed with ANSIfrPI 1-1995 criteria. F E B — U 2001 LOAD CASE(S) Standard A WARNING • VerVy destyn pammetere and READ NOTES ON TWS AND REVERSE SIDE 9EFORE USE. 0 Design valid for use only with MITek connectors, lhk design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblliry of the erector. Additional permanent bthcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing, consult CST-88 Quality Standard, DSIA9 Bracing Speclflcatlon, and HIB-91 Handling Instafllnq and Bracing Bem comendallonavailable from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI 63719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property a 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 i o joint and embed fully. Avoid knots and wane plates I /8" from outside edge of c> a V3 n z at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromceC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates, fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTeke FORM018,019 L, O ffMRD,A/R TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job r Truss Truss Type Qty Ply D R HORTON M887154 OR1965F A11 ROOF TRUSS 1 1 optional ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:18 2001 Page 1 1_00- 5-9-14 i 11-0-0 i 17-0-0 23-0-0 29-M 34-2-2 40-0-0 V—OP 1-0-0 5-9-14 5-2-2 6-0-0 6-" 6-0-0 5-2-2 5-9-14 1-0-0 Scale = 1:70.8 5x8 = 5.00 r12 3x4 = 3x4 = 5x8 = 3x8 -. 13 12 11 3x8 = 3x8 = 11-0-0 11-0-0 9-0-0 5x8 = 9-0-0 3x8 = 40-0-0 11-0-0 LOADING (psf) SPACING 2-0-0 CSI LH in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84LL) -0.36 12 >999 M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.97TL) -0.66 11-12 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98TL) 0.19 9 n/a BCDL 10.0 Code SBC/ANSI95 C LL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 9=195110-8-0 Max Horz 2=26(load case 3) Max Uplift2=-695(load case 4), 9=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, "=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-13=3439, 12-13=3798, 11-12=3798, 9-11=3439 WEBS 3-13=-368, 4-13=872, 5-13=-854, 5-12=106, 6-12=106, 6-11=-854, 7-11=872, 8-11=-368 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Vert& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. i` Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and It for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblllty 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 iesponsibility of the erectot. Additional permanent brbcing of the ovetal structure Is the responsibility of the building designer. For general guMonce iegaiding fobftatlon, quality control, storage, delivery, erection and bracing, consuR OST-e6 Quality Standard, DSI-EC {racing Specillcatlon, and HIS-91 Handling Installlna and tracing Recommendallon ovollablefrom Truss Plate Institute, 583 D'OnoftloDilve, Madlson, WI 53710. FEB - 8 2001 M! MiTek Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i'/. *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 securely seat. building designer, erection supervisor, property y „ Ye' J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachC3 other. 0 WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o s s joint and embed fully, Avoid knots and wane plates 1 /8" from outside edge of a O at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at 1 /4 length(+ 6" fromCSVC6panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 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. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N IM! @ MiTeko 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 CLIP © 1993 Mitek Holdings, Inc. FORM018,019 lob Truss Truss Type Oty Ply D R HORTON M887155 DR1965F A13 ROOF TRUSS 1 1 ACCU-SPAN, LONGWOOD, FL YI 0 4.201 SRt s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:20 2001 Page 1 1-0 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 41-0 0 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:70.8 5x8 = 5.00 12 2x4 11 3x4 = 5x8 = 3x8 = 14 13 12 11 3x8 = 3x4 = 5x8 = 5x8 = 3x4 = 9-1-14 17-8-0 224-0 30-10-2 40-0-0 9-1-14 8.6-2 4-8-0 8-6-2 9-1-14 d> ty0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 13-14 >844 BCLL 0.0 1 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 I Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. (V1 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz 2=-31 (load case 2) Max Uplift2=-695(load case 4), 9=-695(load case 4) h FORCES (lb) - 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 2-14=3436, 13-14=2877, 12-13=3281, 11-12=2877, 9-11=3436 WEBS 3-14=-368, 4-14=553, 4-13=622, 5-13=-341, 6-13=-0, 6-12=-341, 7-12=622, 7-11=554, 8-11=-368 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard v , FEB -82001 WARNING - V*Wy deeiyn paw.metera and READ NOTES ON TIM AND REVERSE SIDE RNMRE USE. asns! ® Design valid for use only with Mltek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing construction is the responsibility of the erector. Additional permanent btarcing of the overall structure is the responsibility of the building designer. For general guidance regarding ldbrlcatlon, quality control, storage, delivery, election and bracing. consult OsT-all Quality standard, OSS-69 gracing Specification. and HII.OI MiTek® Handling Installing and Bracing Recommendation available from Tfuss Plate Institute. 5a3 D'Onofrlo Drive, Madison, WI 53719, Symbols PLATE LOCATION AND ORIENTATION t 3i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, T 0 0 For 4 x 2 orientation, locate plates i /8" from outside edge of otrussandverticalweb. r- This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko AGenerai Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 OfYORD-AW Job r Truss Truss Type Oty Ply D R HORTON M887156 DR1965F A15 ROOF TRUSS 1 1 optional) AGGU-SPAN, LUNGWUUU, hL 0 1-0-0 7-9-14 5.00 12 7-2-2 4.21.1I SKI S NOV Ili LUUU mi I eK Inaustrles, Inc. Inu f-eo Ut5 U/:44:GL LUUI Page I 20-0-0 5-0-0 5x8 2x4 11 4 5 25-M 32-2-2, 5-0-0 7-2-2 5x8 = 6 40-0-0 11-0 0 7-9-14 1-0-0 Scale = 1:70.8 3x8 = 12 11 10 3x8 = 3x4 = 5x8 = 3x4 = I 10-3-14 _ I„ _ _ 20-0 0 r 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.27 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 11-12 >765 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.10 "Except' TOP CHORD Sheathed. 4-6 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 5-11-9 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz 2=35(load case 3) Max Uplift2=-695(load case 4), 8=-695(load case 4) FORCES (lb) -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 2-12=3351, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-12=-448, 4-12=685, 4-11=355, 5-11=-363, 6-11=355, 6-10=685, 7-10=-448 f t` u NOTES 1r 1) This truss has been checked for unbalanced loading conditions. t _ 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at F C B J 2001 joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard AWARMNQ - VerM design parameters and READ NOTES ONTHTS AND REVERSE SIDE BEFORE USE. ID 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 vedloally. Applloabllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consul OST-88 Quality Standard, OSI.89 Bracing Specification. and HIB-91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/'. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 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 ca a o WEBS J5 0 0 Q U O O a ce cr ca BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, WWI IBM PANEL TM CLIP FORM018,019- MYDRO,A/RO Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6"from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 4 . 1993 Mitek Holdings, Inc. Truss Truss Type Qty Ply D R HORTONFDR M887157 1965F A17 ROOF TRUSS 1 1 1 .--- — 1( pbonalL--- ACCLI-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:24 2001 Page 1 1-0- 6-1-3 11.6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 41-0-0 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:70.8 5x8 = 5x8 = t 3x8 = 14 13 12 11 3x8 = 3x4 = 5x8 = 5x8 = 3x4 = 8-4-11 17-0-0 _31-7-5 —40— 0-0 r --- 8-4-11 8-7-5 6-0-0 8-7-5 8-4-11 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-12 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCOL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. f - BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-13 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz 2=40(load case 3) Max Uplift2=-695(load case 4), 9=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3820, 3-4=-3550, 4-5=-2691, 5-6=-2494, 6-7=-2689, 7-8=-3550, 8-9=-3820, 9-10=14 BOT CHORD 2-14=3487, 13-14=3023, 12-13=2494, 11-12=3023, 9-11=3487 WEBS 3-14=-305, 4-14=465, 4-13=-715, 5-13=614. 6-13=-0, 6-12=613, 7-12=-716, 7-11=465, 8-11=-305 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - VerW deetign jmrameterrr and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertloolly. Applicability of design parameters and proper Incorporation of component is responsibility of building designer • not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the etectot. Additional petmanent bracing of the overall structure is the responsibility of the building designer. For genetal guidance regarding labrloalbn, quality control, storage, delivery, erection and bracing, consult GST-Aa Quality Standard, OSI.89 Bracing Speoftatlon, and NIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 563 D'Onofrb Drive, Madison, WI 53719. FEB _ „ 2001 M! a MiTeks Symbols PLATE LOCATION AND ORIENTATION t 3/1 *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 I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS ca a WEBS J5 0 0 U O 0 r a 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke TM PANEL CLIP fORM018,019 G°'"'G"'W" NiDROv4IR® Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job r Truss Truss Type Ory Ply DR HORTON M887158 OR1965F A19 ROOF TRUSS 1 1 optional) ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:26 2001 Page 1 F f 6-93 i 12-10-10 r 19-0-0 1-0-0 27-1-6 33-2-13 40-" 41-OTO 1-" 6-9-3 6-1-6 6-1.6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 1:84.2 5.00 12 5x8 = 5x8 = 5 6 3x8 = 14 13 12 11 3x8 30 = 5x8 = 3x4 = 5x8 = 9-9-14 19-0-0 1-0-0 30-2-2 40-0-01— --- 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 LOADING (psf) SPACING 2-0-0 CSI OEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.33 11-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 11-12 >824 BCLL 0.0 Rep Stress Incr YES WEB0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-11-1 oc purlins. MBOTCHORD2X4SYPNo.2D BOT CHORD Rigid ceiling directly applied or BA-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-13. 7-12 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Harz 2=44(load case 3) Max Uplift2=-695(load case 4), 9=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3A=-3579, 4-5=-2578, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 `• NBOTCHORD2-14=3523, 13-14=2946, 12-13=2304, 11-12=2946, 9-11=3523 WEBS 3-14=-408, 4-14=560, 4-13=-862, 5-13=668, 6-12=668, 7-12=-864, 7-11=560, 8-11=-408 *t:, i NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint istruss FEB 2)001 5) This truss has been designed with ANSIfTPI 1-1995 criteria. LOAD CASE(S) Standard tl WARN/NO • Ver(& design parameters and READ NOTES ON THIS AND RSVZJM SIDS BEFORE USE. =a!0 Design valid for use only with MITek conneclois. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-66 Quality Standard, DSS-60 Bracing Spectfloatlon, and NIS-qi M iTek HandlingInstalllnqandtracingRecommendationavailablefromTrussPlateInstitute, Sa3 D'OnoBlo Drive, Madison, w163719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties., T TOP CHORDS 2. Cut members to bear tightly against each17-71 c7 c3 other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i U Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of d y O V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from C8C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 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/ Gong-Nall Jolnt/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, 9140 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek° engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 LNG-huuL ® HY0R0,4/R b Job r Truss Truss Type - _Oty Ply D R HORTON M887159 DR1965F A2 ROOF TRUSS 2 1 ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:28 2001 Page 1 1 0 0 7-4-14 14-2-0 20-0-0 _ 23-0-0 , 28-5.6_ 33-10-13 40-0-0 41-Oi0 i -- — - 1 --- —F y 1-0-0 7-4-14 6-9-2 5-10-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:73.1 5x8 = 5.00 12 4x8 3x6 .- 19 18 14 13 12 11 3x6 = 3x4 = 2x4 11 2x4 11 3x8 = 2x4 11 7-4-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40-0-0 7-4-14 6-9-2 6-4-0 2-6-0 5-5-6 5-5-6 6-1-3 Plate Offsets (X1Y): j3;0____ 0 3-0 5:0-479,0-2-0], [8:0-4-0,0-3-0]_j16_0-5-0,0-44], (17.0-4-12,0-3-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.21 18 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.21 18-19 999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.06 16 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-11 oc purlins. SOT 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 17-19. 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=771/0-8-0, 9=719/0-8-0, 16=2456/0-4-0 Max Horz 2=485(load case 3) Max Uplift2=-602(load case 4). 9=-190(load case 2), 16=-1499(load case 4) Max Grav2=797(load case 5), 9=877(load case 6), 16=2456(load case 1) r5 FORCES (lb) - First Load Case Only n 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 r4: SOT CHORD 2-19=765, 18-19=-0, 17-18=66.4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96,6-15=164, 13-14=0, 12-13=0, fG)e` 11-12=762, 9-11=766 7-15=-1487, 7-12=185, 8-12=-619, 8-11=112, 5-17=1990, 5-16=-1947, 4, WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 6-16=492 NOTES r 1) This truss has been checked for unbalanced loading conditions. 1 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chords dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to; wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 602 lb uplift at joint 2, 190 lb uplift at a L' FEB c, 2 1joint9and1499lbupliftatjoint16. 4) This truss has been designed with ANS11TPI 1-1995 criteria. LOAD CASE(S) Standard AWARNINO - VerM design parameters and READ NOTES ONTATIS AND REVERSE SIDE BEFORE USE. s=i=iiiiirq) Design valid for use only with MiTek connectors. This design Is based only upon parameters shown. and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslblllty of building designer - not truss designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllly of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult OST•88 quality Standard, OSB-89 Bracing Specification, and NIB-91 MiTek® Handling Installlnp and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof to Drive, Madison, WI $3719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcz other. Q J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate ZC3 ccjoint o_ and embed fully. Avoid knots and wane at joint locations. plates/s" from outside edge of a y truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from paneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINTMtiek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018. 019 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 3ob I Truss Truss Type Oty Ply D R HORTON DR1965F A7 ROOF TRUSS 1 2 M887160 o tional) ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:31 2001 Page 1 2-3-7 , 17-5-2 I 22-6-114 ^+ 27-8- 33-0-0 36-2-2 40-0-0 4,1-0 0 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale = 1:70.8 9x17.5 M1116= (),ll 9x17.5 MI116=vV) 5.00 4x8 = 7x8 = 4x8 = 2x4 11 4 19 20 5 21 22 26 24 25 726 27 288 29 30 9 2x4 --- --- -- - — ---- .... 2x4 10 i rt 10 ch1112r 3x8 = 18 31 32 1733 34 356 36 37 188 39 4014 41 42 13 3x8 3x4 = 5x8 = 3x8 - 2x4 II 6x10 = 3x4 = 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-Mi +- 7-0-0 5-0-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 Plate Offsets ()(,Y) j2 b-d-2,0-1-8] [4:0-8-12.0-3-5], [6:0-4-0,0-4-8 9], [ .0-8-12,-3-51,_[11 0 4-2,0-1-81, [14 0-5-0.Edge],_ [17-.0-4-0.0-3-0] LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 1.12 15-16 >421 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 MII16 1741126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.27 11 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D "Except' TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-17(load case 2) Max Uplift2=-3408(load case 4), 11=-3408(load case 4) FORCES (lb) - First Load Case Only ' TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, `}' •./Q 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=-12060, 6-23=-13878, 6-24=-13878, 24-25=-13878, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 1 .` G' c^ '•. BOT CHORD 2-18=7724, 18-31=8229, 31-32=8229, 17-32=8229, 17-33=12016. 33-34=12016, 34-35=12016, 16-35=12016, . :. `' [ J ~ U116-36=13795, 36-37=13795,15-37=13795, 15-38=13795, 38-39=13795. 39-40=13795. 14-40=13795, 14-41=8221, Tt. 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520. 4-18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTESt"ten a` 1) This truss has been checked for unbalanced loading conditions. y,\ -' 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed " building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is F [ B 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3408 lb uplift at joint 2 and 3408 lb uplift at joint 11. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. Continued on page 2 WARNING - Veryk design parameters and READ NOTES ON THIS AND REVSRS6 BIDE BEFORE Use. ® Design valid tot use only with MITek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporaty bracing to Insure stability during construction Is the tesponsibillly of the erector. Additional permanent bt1scing of the overall slructum Is the responsibility of the building designer. For general guidance tegaiding tobrloallon, quality control, storage, delivery, election and biocing, consult CST -#A Quality Standard. DS9-69 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation ovallable from Truss Plate Institute. 683 D'Onofilo Dilve, Madison, WI 53719. MiTek® Symbols Lumbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c3 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 2:, 0 Q joint and embed full Avoid knots and waney' plates I/8" from outside edge of L) al O atjoint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices l/ 4 cSC,Uo at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gong-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THELOWEST JOINT FA RTHEST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeko FORM018, 019 s o-` , HYDRO - AIR TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, - 1993 Mitek Holdings, Inc. Truss Truss Type Qty Ply D R HORTON DR1965F A7 ROOF TRUSS 1 2 M887160 optional)-- AGGU-SPAN, L(JIVl9W000, rL 4.LU I )M 1 5 140V 10 LUUV IVII I CR 111ULI5lrIC5, 111Q. 1 im rcu uo ut.99.az LVV 1 r-dWc e NOTES 7) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 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. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0. 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.51b down and 305.1lb up at 13-0-12, 159.51b down and 305.1lb up at 15-0-12, 159.51b down and 305.11b up at 17-0-12, 159.51b down and 305Alb up at 19-0-12, 159.51b down and 305.1lb up at 20-11-4. 159.51b down and 305.1lb up at 22-11-4, 159.51b down and 305.1lb up at 24-11-4, 159.51b down and 305.1lb up at 26-11-4, 159.51b down and 305.1lb up at 28-11-4, and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 on top chord, and 625.1lb down and 577.6lb up at 7-M. 46.Olb down at 9-0-12, 46.Olb down at 11-0-12, 46.Olb down at 13-0-12, 46.01b down at 15-0-12, 46.Olb down at 17-0-12. 46.01b down at 19-0-12, 46.Olb down at 20-11-4, 46.Olb down at 22-11-4, 46.Olb down at 24-11-4, 46.Olb down at 26-11-4, 46.01b down at 28-11-4, and 46.O1b down at 30-11-4, and 625.1lb down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11=-20.0 Concentrated Loads (lb) Vert: 4=-1 %5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-1 %5 30=-159.5 31=-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41=-46.0 42=-46.0 FEB - `j Mt AWARMNG - T/erW design parameters and READ NOTES ON THM AND REHERSE SZDL BFFRORE USE. ene1® Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicabilityof 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 slablllly during construction is the responslblllty of the erector. Additional permanent biblcing of the overall structure is the responsibility of the bu*ding designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSI -8o gracing Specification, and HIB-91 M iTek® Handling Installlnp and Vacing Recommendation available from Truss Plate Instltule, 683 D'Onofrlo Drive, Madison, WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property p/' *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.. I T- TOP CHORDS 2, Cut members to bear tightly against eachcza other. o Q WEBSbo 3. Place plates on each face of truss at each 0For4x2orientation, locate Qjoint o and embed fully. Avoid knots and wane at joint locations, plates 1/8" from outside edge of a truss and vertical web. a 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 91D080-N BEARING Indicates location of joints at which bearings (supports) occur, S- MiTek® TM CLIP PANEL 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, - 1993 Mitek Holdings, Inc. FORM018,019- ® MYORO,A/R Job Truss Truss Type Oty Ply 0 R HORTON M887161 DR1965F A9 ROOF TRUSS 1 1 optional) ACCU-SPAN, LUNGWUUU, t-L 4.YU1 SKl S NOV lb LUUU mi I eK Inoustries, inc. I nu t•eo Ua Ut:44:J4 ZUUI rage l 11 QT 4-9-14 9-" 14-" 20-0-0 I 25-6-0 31.0-0 35-2-2 40-0-0-1-00,0 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 Scale = 1:70.8 5.00 [ 12 5x8 5x8 = 4 5 3x4 = 3x4 5x8 = 6 7 8 3x8 = 15 14 13 12 3x8 -- 3x8 — 5x8 = 5x8 = 3x8 = 9-0-0 7-4-0 3-8-0 31-0-0 7-4-0 7-4-0 40-0-0 9-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 14 >999 MII20 249l190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 13-14 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBCIANS195 1 st LC LL Min I/deft = 360 Weight: 195 lb LUMBER 1 BRACING fl TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-4-15 oc purlins. f BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 7-12 REACTIONS (lb/size) 2=1951/0-8-0, 10=1951/0-8-0 Max Harz 2=-22(load case 2) Max Uplift2=-695(load case 4), 10=-695(load case 4) FORCES (lb) - 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 2-15=3507, 14-15=4389, 13-14=4755, 12-13=4389, 10-12=3507 1 • .d/ WEBS 3-15=-237, 4-15=1007, 5-15=-1300, 5-14=387, 6-14=-283, 6-13=-283, 7-13=387, 7-12=-1300, 8-12=1007, 9-12=-237 :'' G jyytlC•'fj` ;ram NOTES j :Ldl,l ij • 1) This truss has been checked for unbalanced loading conditions. ! ' •. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord (+ ` F r ti •, dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed °C I, building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBCIANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 r` t 3) Provide adequate drainage to prevent water ponding. r 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. r c, is c_v(.f LOAD CASE(S) Standard A WARNING - WrM desdyn parci meters and READ NOTES ONTHIS AND REt7ERSE MDR Elf"RE USE. Design valid for use only with MITek conneclois. This design Is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot literal support of Individual web members only. Additional lemporaty bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbrcing of the overall shuctwe 1s the responsibility of the bu#ding designer. For general guidance regarding fabrication, quality control, storage, dellvety, election and bracing, consult OST-8a Ouallty Standard, DSB-69 Bracing Specification. and HII.91 Handling Installing and &racing Recommendation available flom Truss Plate Institute, 583 D'Onof to Drive. Madison, Wl 53719. M! a MiTeke Symbols Numbering System General Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73- 2. Cut members to bear tightly against eachC1 other, Lr WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of 0 a o_ at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords licesP I14uloat panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 JS J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, - 1993 Mitek Holdings, Inc. FORM018,019 HYDRD,/UI? Job Truss Truss Type Ply D R HORTON M887162 DR1965F AG1 ROOF TRUSS Qty 1 1 o tional ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 15 2000 MIIeK InOustnes, Inc. inu t-en 08 07:44:Jb ZUU1 Page 1 14-9-0 20-" 23-" 28-5-6 33-10-13 40-0-0 41-0 0 1-0-0 7-5-0 7-4-0 5-3-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:73.1 5x8 5.00 f 12 08 3x6 = 5x8 = 3x6 - 18 14 13 12 11 3x8 = 2.50 V2 20-4-0 23-0-0 I 28-5-6 33-10-133 40-0-0 7-5-0 7-4-0 5-7-0 2-8-0 5-5-6 5-5-6 6-1-3 Plate Offsets X Y)L 3 0--Q.0_3-0),18:0-4-0,0-3-0] 17:0-4-12,0-3-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.25 2-19 >676 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.21 2-19 >832 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) -0.09 18 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 295 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D *Except* 15-17 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 4-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at midpt 17-19. 3-17 REACTIONS (lb/size) 2=712/0-8-0, 18=634/0-8-0, 9=859/0-8-0, 16=1741/0-8-0 Max Harz 2=-50(load case 2) Max Uplift2=-664(load case 4), 18=-596(load case 3), 9=-402(load case 2), 16=-380(load case 4) Max Grav 2=726(load case 5), 18=882(load case 5), 9=870(load case 6), 16=1741(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1560, 3-4=552, 4-5=636, 5-6=949, 6-7=181, 7-8=-684, 8-9=-1349, 9-10=29 BOT CHORD 2-19=1381, 18-19=-10, 17-18=-567, 4-17=-450, 16-17=-732, 15-16=-181, 13-15=99, 6-15=550, 13-14=0, 12-13=4, 11-12=1152, 9-11=1156 WEBS 3-19=-166, 17-19=1461, 3-17=-1784, 5-16=-1019, 6-16=-850, 12-15=761, 7-15=-656, 7-12=-132, 8-12=-660, 8-11=136, 5-17=250 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, an an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at ioint(s) 2, 18 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 FEES - 8 2001 A WARNING - Ver{ Y design parameters and READ N4Tz8 oNTBJS AND RzvzRSE 8[DE BBFORe VW- Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of build" designer - not truss designer. Bracing shown Is lot lateral suppoif of Individual web members only, Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bilscing of the overall structure Is the responsibility of the building deognet. For general guidance regarding fabilaatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Duality Standard, DSI-89 Bracing Specification, and HIB-91 MiTek® Hondling Intlalllnq and Bracing Recommendallon avollable from Truss Plate Insinute, 583 D'Onof to Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions ore 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 eachc c3 other. a:3. WEBS J5 Place plates on each face of truss at each ForFor 4 x 2 orientation, locate O joint and embed fully, Avoid knots and wane plates'/8" from outside edge of a 01 v _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" fromc8C, C6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRD,A/R gob Truss Truss Type Oty Ply D R HORTON M887162 DR1965F AG1 ROOF TRUSS 1 1 Loptional ACCU-SPAN, LONGWOOD, FL 4.ZU1 SKI S NOV lb luuu mi I eK Incustries, Inc. I nu reO Ud u/:44:3/ LUUI rage Z NOTES 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 2, 596 lb uplift at joint 18, 402 lb uplift at joint 9 and 380 lb uplift at joint 16. 8) This truss has been designed with ANSI/fPI 1-1995 criteria. LOAD CASE(S) Standard AWARNINO - Wr(At design paranwters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Mlrek connectors. This design is based only upon parameters shown. and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure Is the tesponslbllBy of the building designer. For general guidance tegaiding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 gracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onolrb Drive, Madison, WI63719. M! 0 MiTeke Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat, building designer, erection supervisor, property h /e J2 J3 J4 TOP CHORDS owner and all other interested parties.. a Q 2. Cut members to bear tightly against each w. other, Q WEBSJ5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of v a o I at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at'/ 4 length(+ 6" from CSCpaneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/ DILHR 870D40-N, 930013-N, 910080-N mi! MiTeko TM PANEL CLIP FORM018, 019 ri4tVG NAJL ® HYDR0,4IR 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. Joy b --r Truss Truss Type Qty Ply D R HORTON M887163 DR1965F AG2 ROOF TRUSS 1 1 optional— _ At,UU-Jt-AN, LUNuvvuuu, rL y.cu r "'Al o Ivuv Io cuuv rvn 1 cn uwuaulca, 1.— .11. 1 cu vu V I.YY.JJ I.. 1 —W. , 1-0 Q 7-5-0 14-9-0 16-73 , 22-0-0 3-0 1-0-0 7-5-0 7-4-0 1-10-3 5-4-13 1-0-0 Scale = 1:52.7 08 11 3x4 11 5 2x4 11 4 5.00 12 2x4 11 / ] 624 7 4x6 — u`}` I 3 J 6x8 = 2x4 11 3x4 2x4 11 = f 3x10 I I2411d2x411 4 42li2 F 11 ' 210 C 2x4 II 5x8 = 2x4 II 2x4 II3x4 = 2x4 II 9 2.50 [12 3x4 11 7-5-0 14-9-0 1 _ 20 4-0 22-0-0 1 7-5-0 7-4-0 5-7-0 1-8-0 Plate Offsets XY . [6:1-7-1410-1-0], [6:0-4-5,0-1 2]L[8.0 2_12.0-3-121_^____ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.25 2-10 >674 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.21 2-10 >828 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) -0.09 9 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 135 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing. 6-8 2 X 6 SYP No.2ND WEBS 1 Row at midpt 8-10, 3-8 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=727/0-8-0, 9=1143/0-8-0, 6=321/0-8-0 Max Horz 2=247(load case 3) Max Uplift2=-584(load case 4), 9=-752(load case 4). 6=-144(load case 2) Max Grav2=727(load case 1), 9=1143(load case 1). 6=374(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1627, 3-4=383, 4-5=425, 5-6=-71, 6-24=28, 7-24=26 BOT CHORD 2-10=1443, 9-10=-16, 8-9=-1077, 4-8=-307, 6-8=4 WEBS 3-10=-186, 8-10=1539, 3-8=-1694, 5-8=-544 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSl95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33. and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 FEB AWARMNO - Ver(Af design parambeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ssn! Design valid tot use only with MITek coreneelots. This design is based only upon parameters shown. and is tot an Individual building component to be installed and loaded vertically. Applicability of design paromWers and proper Incorporation of component is responsibility of building designer - not Russ designer. Bracing shown Is lot literal support of Individual web membets only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloatton, quality control, storage, delivery, election and bracing. consult OST-„ Quality Standard, OSS-89 Bracing SpecMloatlon, and HIS-91 MiTek® Handling Installina and Bracing Recommendation available from Truss Plate Institute, SW D'Onoftlo Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 occo d any UO a ce c? cs r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. N MiTeko S® PANEL TM CLIP FORM018,019 wNG-nwn ® NYORO„4/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job t Truss Truss Type Qty Ply D R HORTON M887163 DR1965F AG2 ROOF TRUSS 1 1 optional) AGGU-SPAN, LONGWOOD, FL 4.ZU1 Sltl S NOV lb zuuu mi I eK Inaustries, Inc. I nu Fen Ud U/:44:4U zUUI Page z NOTES 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 584 lb uplift at joint 2, 752 lb uplift at joint 9 and 144 lb uplift at joint 6. 7) This truss has been designed with ANSI/fPI 1-1995 criteria. LOAD CASE(S) Standard ems' L FEB - 3 200E A WARMNO - Ver{fy design para mUm and READ NOTES ON THIS AND REVERSE SIDE BEFORE USZ. (11 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Indivival building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component k responsibility of building designer • not truss designer. 6tocing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insults stabAlty during construction Is the responsibility of the etector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-U Quality Standard, OSI.89 Bracing Specification, and HIS-91 M iTek® Handling Installlnq and tracing Recommendation avatWale ablefromTrussleInstitute, 5a3 D'Onofrlo Drive. Madison, WI 53719. 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. 17-71 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates, J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. 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 o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. M Teke TM PANEL FORM018,019 '- L. CLIP HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job ' t Truss JTruss Type Qty Ply D R HORTON M887164 DR1965F B ROOF TRUSS 1 1 optional__ ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:41 2001 Page 1 10-0-0 I 14-8-2 20-0-0 21-0-0 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:37.7 4x8 = 3x4 = 8 3x4 = 3x8 = 10-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) 0.06 8 999 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) 0.24 2-8 993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1024/0-8-0, 6=1004/0-1-8 Max Harz 2=24(load case 3) Max Uplift2=-398(load case 4), 6=-378(toad case 4) 20-0-0 `I 10-0-0 PLATES GRIP MII20 249/190 Weight: 86 lb BRACING ^ n TOP CHORD Sheathed or 4-10-10 oc purlins. ( " BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. FORCES (lb) - 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 r. \4,1,,•<;T P,) , WEBS 3-8=-389, 4-8=536, 5-8=-444 : t', _ __ `/ , /r • `t NOTES 1) This truss has been checked for unbalanced loading conditions. s 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord, dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed t a building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is I 1.33, and the plate grip increase is 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 398 lb uplift at joint 2 and 378 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard WARMNO - VsrtN design parameters and RCM NOTES ON THIS AND REVERSE MDR Br"RE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotpotatbn of component Is responsibility of building designer - not truss designei. 8iocing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erectot. Additional permanent brbcing of the overall structure Is the tesponslblllty of the building designer. For general guidance regarding fabrication, quallty control, storage. delivery, erection and bracing, consult CST -SE Quality Standard, 0116-89 Bracing Specification, and HIB-91 M iTek Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftb Drive. Madison. WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS ca a o WEBS JS ir 0 0 CC U O tti n 0 C i a ce c7 ce r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Nii 0 MiTek® PANEL TM CLIP FORM018,019 HYDROA/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses ore 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 Type Oty Ply D R HORTON M887165 DR1965F BG ROOF TRUSS 1 1 JL tipono ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44.43 2001 Page 1 1-0-0 5-3-14 10-0-0 14-8-2 20-0-0 21-0-0I 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:41.2 4x6 = 4 2x4 11 2x4 II5.00 12 i 3x4 - i ' 3x4 52x4II2x4II 2 - - %i 6 i --- — 7 lY- a 25 26 2x4 11 10 2x4 II27 2x4 II 28 9 29 2x4 II 30 8 31 2x4 II 32 33 3x4 = 2x4 II 3x8 = 2x4 II 3x4 = 2x4 11 5-3-14 10-0-0 14-8-2 20-0-0 5-3-14 4-8-2 4-8-2 5-3-14 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.06 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 0.29 Vert(TL) -0.09 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC ILL Min I/deft = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. / v WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=951/0-8-0, 6=950/0-8-0 Max Harz 2=24(load case 3) Max Uplift2=-394(load case 4), 6=-394(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-0=-1677, 6-7=34 BOT CHORD 2-25=1471, 25-26=1471, 10-26=1471, 10-27=1471, 27-28=1471, 9-28=1471, 9-29=1470, 29-30=1470, 8-30=1470, 8-31=1470, 31-32=1470. 32-33=1470, 6-33=1470 WEBS 3-10=60. 3-9=-485, 4-9=507, 5-9=-484, 5-8=59 T, , NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is -r 1.33, and the plate grip increase is 1.33 a\' Standard3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 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 394 lb uplift at joint 2 and 394 lb uplift at joint 6. FEB _ 200t6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-", 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1. 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at 15-1-1, and 10.81b up at 17-1-1 and up at 18-11-1 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. A17. 71b LContinued on(p getldard WARNING . Ver(fy design parameters and READ NOTES ON TNIS AND REVERSE SIDE BEFORE USE. sswss Design valid for use only with Welk connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brl%clng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, OSI.89 gracing Specification, and HIS-91 Handling installinq and tracing Recommn endatloavailablefrom Truss Plate Institute, 563 D'Onolrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneroa Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t1A *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 8 1/41, J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc2c3 other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o u n 3 cc and embed fully. Avoid knots and wane plates 1/8" from outside edge of o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 114 length(' 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! 0 MiTeke FORM018,019 AA @ HYDRO.4/R 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. 1993 Mitek Holdings, Inc. Job ' ' Truss Truss Type Qty Ply D R HORTON M887165 BG ROOF TRUSS 1 1LDR1965F optional) ACCU-SPAN, LONGWOOD, FL 4.2U1 5111 S NOV ib zUUU mi I eK 1naustrles, Inc. I nu Fen Utd U/:44:44 zUUI rage z LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 Concentrated Loads (lb) Vert: 10=10.8 25=17.7 26=10.8 27=10.8 28=10.8 29=%8 30=10.8 31=10.8 32=10.8 33=17.7 ley F E 3 - 200t A WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE 119"RE USE. Design valid for use only with Mlfek connectors. This design is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design patometers and proper Incorporation of component is responsibility of building designer - not truss designer. Btocing shown is tot literal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the etectot. Additional permanent br)scing of the overall structure Is the responsibility of the building designer. Fat general guidance tegarding fabrication, quality control, storage, delivery, election and bracing, consult GST-68 Quality Standard, OSS-89 gracing Specification, and HIS-91 M iTek® Handling Installinq and !racing Recommendation avollable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W19 I537. Symbols Numbering System A&Generel Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/1, J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz a 2, Cut members to bear tightly against each other. a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate a:joint and embed fully. Avoid knots and wane plates/e" from outside edge of v a O at joint locations, truss and vertical web. 0 a o 4. Unless otherwise noted, locate chords !icesp at /4 length(+ 6" fromc, C6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating formal refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! 0 MiTek" TM PANEL CLIP FORM016,019 HYDRO,AI/R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply 0 R HORTON M887166 DR19¢5F CG ROOF TRUSS 1 1 optional)__ ACCU-SPAN, LONGWOOD, FL 1-0-0 1 7-5-0 4.201 SR1 s Nov 16 2000 MTek Industries, Inc. 1hu Feb 08 07:44:45 2001 Page 1 4x8 = 14-10-0 7-5-0 3x4 2.50 F12 3x4 7-5-0 14-10-0 7-5-0 1-0-0 Scale = 1:28.3 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.08 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.17 2-6 >992 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.08 4 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 55 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2.6 oc purlins. NACHORD2X4SYPNo.20 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=769/0-8-0, 4=769/0-8-0 Max Horz 2=19(load case 3) Max Uplift2=-316(load case 4), 4=-316(load case 4) FORCES - First Load Case Only TOP CHORR D 1-2=12, 2-3=-1509, 3-4=-1509, 4-5=12 BOT CHORD 2-6=1405, 4-6=1405 WEBS 3-6=715 e NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord' ; dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed t ) building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to ) wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is r 1.33. and the plate grip increase is 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 MTek "Standard Gable End Detail" ` 4) Gable studs spaced at 2-0-0 oc. - 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. F % B _ 2001 t 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 2 and 316 lb uplift at joint 4. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Q, WARNING - TrerW design parurnecers and READ gores ON rMS AND REVERSE SME BEFORE USE. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslblllty of building designer - not truss deslgnet. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsibillty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult QST-BB Quality Standard, 061-89 Bracing Specification, and HIS-91 M iTek® Handling Insfaillna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION i'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Q For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 0 0 0 0 1— a ca c7 ca IO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT, WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Mil MiTek® TM PANEL CLIP FORM018,019 Ca4 L ® OfYDRD,4IR® 0 - Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ' Job ' ' Truss Truss Type Oty Ply D R HORTON M887167 DR1965F J ROOF TRUSS 14 1 ACCU-SPAN, LONGWOOD, FL 4.201 SRi s Nov i6 LUUU MI I ex Industries, Inc. Thu reo va ur 1-0-0 7-0-0 2x4 = zuul rage I Scale = 1:18.8 7-" LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl 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 1-2 >85 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2=181(load case 4) Max Uplift3=-154(load case 2), 2=-182(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 SOT CHORD 2-4=0 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. AA NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 154 lb uplift at joint 3 and 182 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard FCb _ C", 200 1 AWARMNG - Ver W design purumeters and READ NOTss oN Tms AND RCYERss sm HEFORS USIIC. 01) Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an Individual bullding component to be Installed and loaded vertically. Appllcablitly of design parameters and proper Incorporation of component is tesponsiblllty of bullding designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insute stability during construction Is the iesponslblllty of the eteclot, Additional permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance tegording fabrication, quality conliol, storage, delivery, erection and bracing, consult OST-88 Quality Standard, 0119-E9 Ilrocing Specification, and HIB-91 M iTe k Handling Inslallinq and Bracing Recommendation available from Truss Flate Institute, 583 D'Onofilo Oilve, 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. 0 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mrrek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. e MiTeke Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CL[P 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or after truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. - 1993 Mitek Holdings, Inc. FORM018,019 HYORD,A//? b' r r Truss Truss Type 710 Ply 0 R HORTON M887168 DR1965F J1 MONO TRUSS 1 o onal) ACCU-SPAN, LONGWOOD, FL 4.201 SIt1 s NOV 16 zuuu net I ek Inaustnes, Inc. t nu reo uo ur:44:4a zuu I rage I 1-0-0 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft TCLL 30.0 plates Increase 1.33 TC 0.08 Vert(LL) 0.00 2 999 TCDL 7.0 Lumber Increase 1.33 BC 0.01 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 SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) 2=168/0-1-8, 4=1a0-1-8 a : 41 Max Horz 2=72(load case 4) Max Uplift2=-153(load case 4) Max Grav 2=1 68(load case 1), 'J--1 3(load case 3) Scale = 1:5.9 PLATES GRIP M1120 249/190 Weight: 5 lb BRACING TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. fl FORCES (lb) - First Load Case Only } i AAJ TOP CHORD 1-2=28, 2-3=-30 rt' BOT CHORD 2-4=0 r /, •.I , NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed ct building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 t f 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard FEB - t 2001 AWARNING - VerW design ,para where and REAP NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valld for use only with MlTek connectors. This design k based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility or the erector. Additional permanent bdscing of the overall structure Is the responsibility of the bullding deslgnet. For generol guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul GST-I6 Quality Standard, DSI.69 Tracing Specification, and HIR-91 M iTek® Handling Installing and Tracing Recommendation avallable from Truss Plate Institute. 593 D'Onof to Dtive. 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. 0 Q 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane O at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HYORO,A/R 4 DR1965F K I ROOF TRUSS 4 1 1 1 M887169 1-0-0 2x4 = 5-0-0 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl TCLL 30.0 Plates Increase 1.33 TIC 0.24 Vert(LL) n/a - n/a TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.05 1-2 >358 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.21) REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2=139(load case 4) Max Uplift3=-100(load case 2). 2=-166(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 nc. Scale = 1:14.7 PLATES GRIP M1120 2491190 Weight: 17 lb BRACING TOP CHORD Sheathed or 5-0-0 oc purlins. nn BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES r 4 1 a 4r, Ll r41) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, an an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is ' 1.33, and the plate grip increase is 1.33 Sf 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 3 and 166 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard IF r:,..: -- .s 210 WARNING - Ver{ fy design parameters and READ NoTEs ox Tws AND RET/ERSE srDt BEFGRE um. Design valid for use only with MITek conneclors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsdblluy of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing, consull QST•56 Quality Standard. 058-69 Bracing Specification, and HIS-91 Handling Instadllna and Bracing Recommendatlonavaliable from Truss Plate Institute, 5413 D'Onofrlo Drive, Madison, WI 53719. W1 MiTeks 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. 17-1 For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS a c o WEBS J5 cc O _ 0 O p any r 0 a c8 V cs 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nast Joint/Plate Placement Chart. FA RTH EST TO TH E 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 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® 7M PANEL4A11CLIP FORM018,019 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. Job Truss Truss Type Qty Ply D R HORTON DR1965F L ROOF TRUSS 4 1 M887170 o tionaq AGGU-5YAN. LUNUVVUUU, hL v.cU r an 1 s Nuv la cuuu Wit r nn rrruunurey, iris, r nu rau wo r cuU r rauc r 1-0-0 3-0-0 1-0-0 3-0-0 2x4 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 133 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1 >977 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 11 lb LUMBER TOP CHORD 2 X 4 SYP No.20 BOT CHORD 2 X 4 SYP No.21) REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz 2=97(load case 4) Max Uplift3=-39(load case 2), 2=-158(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 Scale = 1:9.8 BRACING MTOPCHORDSheathedor3-0-0 oc purlins. r BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 39 lb uplift at joint 3 and 158 lb uplift at joint 2. 4) This truss has been designed with ANSIIrPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - VerW derrign pammetere and READ MOTES ON TWS AND RBVZRSE SmE BEFORE USE. Design volU tot use only with MITek conneclots. This design is based only upon parameters shown, and is tot on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss deslgnet. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insute stability during construction is the responsibility of the erector. Additional permanent bi1scing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DS4-69 gracing Specification. and NIS-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 O'Onoftlo Drlve, Modison, WI53719. FEB - . -2001 MiTeks Symbols PLATE LOCATION AND ORIENTATION t 2/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rr 0 For 4 x 2 orientation, locate X plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 10 1 continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 HMRDAIR 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. as 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ` Y DR1965F Truss M Truss Type Qty Ply ROOF TRUSS 4 1 DR HORTON M887171 optional) ACCU-SPAN, LONGWOOD, FL 4.201 sill s Nov 1b 2uuu MI i eK dnaustnes, Inc. I nu Feb ua 07:44a2 200i rage T 1-0-0 1-0-0 1_n_n 1-0-0 2x4 = 1-0-0 Scale = 1:5.9 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code SBC/ANSI95 CSI TC 0.08 BC 0.00 WB 0.00 Matrix) DEFL in (loc) I/defl Vert(LL) n/a - n/a Vert(TL) 0.01 1 >999 Horz(TL) -0.00 3 n/a 1 at LC LL Min I/deft = 360 PLATES M1120 Weight: 5 lb GRIP 249/190 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.20 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=57(load case 4) Max Uplift3=-17(load case 1), 2=-151(load case 4) Max Grav3=38(load case 3), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 SOT CHORD 2 4=0"\, NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosedy- building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 if end verticals exist, they are not exposed to j wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. f; 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard F E 9, - 20 A WARMNO - WrVy dcsiyn pararrsetera and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporatlon of component is responsibility of building designer - not truss designet. Bracing shown is for lateral support of Individual web members only. Additional lemporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bt'ocing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST•88 Qualify Standard, OSO.89 Bracing Specification, and NIB-91 Handling Installina and {racing Recommendallon available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, WI537M Mrttt ri0 MiTek® Symbols PLATE LOCATION AND ORIENTATION t 3/. *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 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. Numbering Systems J2 J3 J4 TOP CHORDS c1 a o WEBS JS 0 0 Cr U O O a ce c cb Q BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PCUPANEL FORM018,019 v,e.NG—ntA.tL ® HYDRQ,AZR® 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 joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 Job _y_ Truss Truss Type Qty Ply D R HORTON M887172 DR19,65F S ROOF TRUSS 2 1 optional ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:54 2001 Page 1 1-5-0 5-3_5 __ _ 9_10-13 1-5-0 5-3-5 4-7-8 Scale = 1:19.6 4 2x4 = 2x4 11 3x4 = 9-10.13 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING nTOPCHORD2X4SYPNo.2D TOP CHORD Sheathed or 6-" oc purlins. 1 1 BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=188/0-1-8, 2=634/0-11-5, 5=397/Mechanical Max Horz 2=198(load case 2) Max Uplift4=-217(load case 3), 2=-515(load case 2), 5=-314(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1098, 3-8=-1001, 3-9=-88, 4-9=44 BOT CHORD 2-10=1000, 10-11=1000, 7-11=1000, 7-12=1000, 6-12=1000, 5-6=0 WEBS 3-7=187, 3-0=-1068 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 4, 515 lb uplift at joint 2 and 314 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert. 1-4=-74.0, 2.5=-20.0 Continued on page 2 F E CS, - v 2 00€ WARMNO - VerM design parasnsters and ,READ NOTES ONTWS AND REVERSE SR1E BEFORE USE. Design valid tot use only with MiTek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpoiallon of component is responsibility of building designer - not Huss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-BB Quality Standard, OSS-89 Bracing Speclflcdtlon, and HIN-91 M iTe k' Handling lnatallinq and Bracing Recommendation avolloble from Truss Plate Institute, 593 D'Onotrb Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 1'i. * 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 plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. e Mi! MiTeke FORM016,019 MYDRD,4/R 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 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. - t t Joti —x — Truss Truss Type — Qty Ply D R HORTON M887172 DR1965F S ROOF TRUSS 2 1 Y o tionalj ACCU-SPAN, LONGWOOU, FL LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf Vert: 14=-74.0, 2-5=-20.0 Concentrated Loads (lb) Vert: 8=10.1 9=-161.7 10=21.6 11=-12.1 12=-52.1 4.201 SKl S NOV 15 2WO MI IeK InduStnes, Inc. InU Feb UtS U1:44:bb ZUUI Page Z FEB - u 2001 AWARNING - WrW design parameters and READ NOTES ON THIS AND RET)ERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web membets only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector, Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult QST-bit Quality Standard. 058-89 Bracing Specification, and NIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotfb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t )/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mrrek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS ca c3 EBSW o_ Ir UOoa ce cr BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, s WWI TM PANEL CLIP FORM018,019- NYDRD,A/RO Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job T' Truss Truss Type Qty Ply D R HORTON M887173 DR1965F S1 ROOF TRUSS 2 1 oRtional) ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Feb 08 07:44:55 2001 Page 1 1-5-0-------- --1-5-0 15-0 15-0 2x4 = 1-5-0 15-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl TCLL 30.0 Plates Increase 1.33 TIC 0.18 Vert(LL) 0.00 2 999 TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) 0.02 1 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/deft = 360 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) 2=240/0-8-0, 4=-alMechanical Max Horz 2=75(load case 3) Max Uplift2=-242(load case 2),-- Max Grav2=240(load case 1),',d--28(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-31 BOT CHORD 24=0 Scale = 1:5.8 PLATES GRIP M1120 249/190 Weight: 7 lb BRACING TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 [fend verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33. and the plate grip increase is 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 242 lb uplift at joint 2 and 1 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard f .. r vr` t it i' rE D A WARMNG - Ver(fj/ design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design patometeis 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 responslbillly of the erector. Additional permanent br'acing of the overall structure is the responslblitty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-68 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation avallabb from Truss Plate Institute, 583 D'Onofrb Drive, Madison, wl 53719. 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. lt 0 O For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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 at joint locations, as 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 anon -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. 4 X 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 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, o PANE L TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORMOt 8,079 MMRO.A/R ® 40-0-0 I' II i O I II 14- BRG. IN ENTRY I iI a a a a a s a a a.• sc a s as = a . If — 20- G- All A13 A 1 o _ ---- A LEI I DM CLG. VOLUME A61 CLG.:_ _ AG2 rV1A t III'C: ALL BEARING : —LS TO BE PLACED 11. 1 PLY HGR. 1 GTICE! I REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO Sf T G TRUSSES.. 1.4 6 2 PLY HGR. IENIGNEEREO DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOW TO BE BEARING._ _ -A L 3 PLY HGR. SIGNED APPROVAL: X PBRG:eLOCK LOAMSHINGLESJOBNUMBER: DR1965F DATE: 1-4-01 PITCH: S CCU C, \N CUSTOMER: D R HORTON /H: 12" 8" JOB NAME: MODEL 1965 "D" ELEV. 407-321-1440 i. PLOT PLAN A PARCEL OF LAND LYING AND BEING IN SECTION 18. TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHWEST 1/2 OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N 00'25'29 E (ASSUMED BEARING) ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 18, A DISTANCE OF 759.26 FEET; THENCE DEPARTING SAID WEST LINE ON A BEARING OF S 89'34'31" E A DISTANCE OF 1070.80 FEET TO THE POINT OF BEGINNING; THENCE S 00'42'26" W A DISTANCE OF 110.00 FEET; THENCE S 89'17'34"E A DISTANCE OF 50.00 FEET THENCE N 00'42'26" E A DISTANCE OF 110.00 FEET; THENCE N 89'17'34" W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED PLAT THAT THIS PLOT PLAN IS BASED ON. POINT OF BEGINNING O 1070. A = S 89'34 ut 49 0- N z a 2 V z '^ 10 yNJ a V, 3 LOT 98 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 8394.8 SOUARE FEET t TOTAL CONCRETE 0000.0 SO. FT, f TOTAL SOD 0000.0 SO. FT. t TRACT A BELGIAN WAY 50' RIGHT OF WAY OF (PROPOSED) BAKERS CROSSING PHASE I 50.00' S 89*17'34" E CQ 10' UTILITY EASEMENT p------------- O v AN II ^ e- 5.0' ah I4.8' a 20.0' JB.A POINT OF o COMMENCEMENT z THE SOUTHWEST CORNER OF THE NORTHWEST 1/2 OF SECTION 18-20S-31E LOT 99 N N MUST 1-fE. t. 11 :.;, . :owv , OF ADJAC -L" ... -,J UNLESS OTHERM` tv "APPROVED I1 LOT 74 MINIMUM LOT WIDTH 50 FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 98 BEING S 89'17'34' E PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE: i" - 30 FEET APPROVED BY: EEC COVERED ENTRANCE I 0 0 0 LOT 97 PROPOSED MODEL 1965 N FINISHED FLOOR NELEVATION - 39.6 40.0' O a 40.0' V) PATI5.0 L i0-9,( -L' LOT 98 ll DRAINAGETYPE834. 3 N 89'17'34" W 50. 00' LOT 76 LOT75LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 99. 9' PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FNO FOUND AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- ( 407) 426-7979 CNA CORNER NOT ACCESSABLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. 8. DENOTES CHORD BEARING C DENOTES CHORD R RADIUS PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PC DENOTES POINT OF CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE S0. FT. SOUARE FOOTAGE 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 NITHOUT THE SIGNATURE AND THE ORIONAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM32914 DRAWN BY: FIT 5-2-01 JML FOR FIRM THEEMOR COLE, PSM #4403 DATE