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HomeMy WebLinkAbout209 Belgian Way - BR02-000418 -SFRPERMIT ii• 1 . Le CONTRACTOR ADDRESS D.R. Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER - PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR ) C PLUMBING CONTRACTOR 3 ;1 i MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION &4CUSAA j PERMIT # D s 44t DATE Z PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE This is to certify that the building located at which permit has heretofore been issued on —2/1402 has been completed according to plans and specifications filed in the office of the Building iclial prior to Qe issuance of said building permit, to wit as L_,i-i4k4L5, -pomp! ies with all the building, plumbinT ell('7tu'c "I z ing and subdivision regulationsZ4a ordinances of the City of Sanford and with the provisions of these regulations. Subdivision Regulations Apply: Yes-.---- No DAIL A22RhyAL WE AMBDUAL BUILDING: FIRE. Finaled Inspected ZONING: inspected UTILITIES: Water Sewer Lines In Lines in SewerMeter Set Tap Reclaimed Water ENGINEERING: StreetI Paved. Drainage Q l Maintenance Bond PUBLIC Street Name Signs Storm Sewer Street Work EXEPO DBURRIUMP(W St r e st Lights Driveway 17 WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING Oi-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 01-PREPOWER AGREEMENT 02- ENGNG DEVLPMT FEES 01- FIRE IMPACT - RESIDENT 01- LIBRARY IMPACT FEE Palo AM-202UHNUT3/ 21/02 10.00 2/ 15/02 10.00 4/ 24/02 10.00 2/ 20/02 10.00 5/ 20/02 60.00 2/ 15/02 IV00 2/ 15/02, 59.27 2/ 15/02 54.00 PAGE: 2 This is to cert-ify that the buiidirig located at or which parmit has heretof ore been issued on -2/-jj5,/D2 has been completed according to plans and. specifications filed in the gofficeof 'the Building Officialt'Isspriorothe uance of said buildin permit, to wit. as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these reg-ul.ations . MIF— AURML Subdivision 116-gtilations Apply: Yes--- No 0I.- OPEN SPACE 2/15/02 279.61 01- POLICE 1MPACr-l' - RESID 2/15/02 91.93 01--' RADON GAS TAX FEE 2/15/02 11.84 01- ROAD IMPACT' FEES 2/15/02 847.00 01- REk0'0VFRYFD/CERT. PGIM. 2415/02 11-1.84 OIL - SCHOOL IMPACT, FEE 2/16/02 1384. 00 WD ! MPACT.--All, 4STNG FAM11-1Y t 1 ,/02 650.00 SD IMPAC111:9, FAW1 1700.00 0 BUILDING OFFICIAL Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE**** DATE. PERMIT # ADDRESS SUBDIVISION CONTRACTOR The Building Division has received a request for a final inspection,ar d am Certificate of Occupancy for the above referenced address. We would apprepia e 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. Engineering c Public Works Utilities Conditions: (to be completed only it approval is conditional) Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE**** DATE PERMIT # a 2 _9 [ M 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 granting0 for any den al of C.O. that or acontractorwillneedtoaddress, please submit a statement for conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities Conditions; (to be completed only it approval is conditional) n )L Fema Rec1d Slab Rec'd LI-71 J Inspector App I d "71. -c-5-b REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE**** DATE PERMIT 4 ADDRESS SUBDIVISION CONTRACTOR The Building Division has received a request for a final inspection,aQ'd Certificate of occupancy for the above referenced address. We would appreFia b 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. r LLF"!ace i Thank you for your cooperation. T#,) Pkcquesl P,Ece!V ---lys A 1r, DATE11",Jsts'a4.4 Engineering Utility Insf"C"', Is Works FDEE, Cje.c'forlre SEWer ----------- Utilities City Services EasernclIts ---------- 5 2vh Mointencince Bond (10% ---------- 1 U Wet -------------------- ---- 2A Conditions: (to be completed only it approval is conditional) 6 Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE '5- /,), 31L PERMIT # d — ADDRESS SUBDIVISIONS ( ' CONTRACTOR 1 Z_ { ' i AL, t') The Building Division has received a request for a final inspection,ar?d 'a,. Certificate of Occupancy for the above referenced address. We would appreFia e 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. i.}iUS D" C.O./C.C. '-: -=.` T u;iliry Inspetlot _4- I'N'IflALS2 t Itece+ved _ R Gues p € Utility ins'c: •i s Finta! C--- FDEP ----------- ---------- Utilities City Services lascm0l ts---------- - Maintenonce Bond (10% - 20---------- - Other — _ Conditions: (to be completed only if approval is conditional) L ' !/ —/ Thank you for your cooperation. Engineering Public Works CL NIM& AS AA, OMMC#N Qlj*Wr, INC, Pw 44os"' I7*-&ft "MsV00140 $ 200 A UNDERGROUND METER SASE-i 2' NIPPJ 2" CGNOUIT BY trPC 225 A RAINTIGHT MULL TI CKT XeKR 0 CKT IA1N u0 201: AMP 1'alor NSIDE PANEL INwARAGAREA, 2/0 ALUM,SER CABLE L'.Gh ININC ARRl:;;T0R 4 BARE CU TO 11ROUND 8 FT. GROJNPING RODS 8 FT, APART 1/16/02 ER NOTE; ELECTRICAL MATERIALS ANO INSTALLATiONS SHALLCOVPLYW/ APPLICABLE :'ROVISICNS OF THE NATIONALELEC. COOS LOCAL CODE::, AND THE LOCk. POWER . LOAD CENTERS WILL BE c. E. C 4 E4 ;:.„ Q lljb:':Gr. } . Z BAD R u(SING Lr;.; 4,•. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Read the instructions on aaaes 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 209 BELGIAN WAY CITY STATE ZIP CODE SANFORD FL 32711 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 99, 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 ##.#WW) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1 NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5 SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(5) NUMBER B6, FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooring) 0045 E 4/17M 4/17/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS 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 bulking 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) C 1. Building elevations are based on: Construction Drawings* Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building far which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones At-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/Al-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments 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 Y - o a) Top of bottom floor (including basement orenclosure) 40. 3 ft.(m) m o b) Top of next higher floor N/A . ft.(m) m o c) Bottom oflowest horizontal structural member (V zones only) N/A. _ft. (m) 4) o o d) Attached garage (top ofslab) 39. 8 ft.(m) E o e) Lowest elevation of machinery and/or equip rent w m servicing the building (Describe in a Comments area) 39.6 ft.(m) E o f) Lowest adacent (finished) grade (LAG) 39.0 ft.(m) Z . d S _ 2 adjacentag) Highest acent (finished) grade (HAG) 39. 5 ft.(m) C o h) No. ofpermanent openings (flood vents) within 1 ft. above adacent grade 0 A a ) Total area of all permanent openings (floodvents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: JAMES K. EKERN LICENSE NUMBER : 5899 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET. STE.180 ORLANDO FL 32801 5/23f02 (407) 426-7979 IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, ancVor Bldg. No) OR P.O. ROUTE AND BOX NO 209 BELGIAN WAY Policy Number CITY STATE ZIP CODE SANFORD FL 32711 Company NAIC Numbe;- SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS 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 (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 though E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagarn Number _(Select the building diagram most similar tote 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 of the bottom floor (including basement or enclosure) of the building is_ ft.(m) _in.(crn) above or below (check one) the highest adjacent Bade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7). the next higher floor orelevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's flood plain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowners authorized representative whocompletes Sections A, B. C (Items C3.handC3.i only), and E for Zone A (without a FEMA-issued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B. C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offraal who is authorted bylaw or ordinance to administer thecommunity's floocolain managerent ordinance can complete Sections A, E ' , TE),andGofthisEWabon Certificate. Complete the applicable item(s) and sign below. G 1. The inkim0on in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who isauthorized by state or kxml law to wtify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity official completed Section E for a building located in Zone A (without a FEMA-issued or oommunity-issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodtplain 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: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check hem I attachments PLAT OF SURVEY DESCRIPTION: AS FURNISHED) LOT 99, BAKERS CROSSING, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT A BELGIAN WAY 50' PLATTED RIGHT—OF—WAY PT S89'1T34"E- t48.60' 279.51 Jgp I PC1 - 1-6909' w 50.00' S 89*17'34" E Z " WALK IS 1.2' OFF IS4ifs/`' 1M2LK OFF 0 S° 9 - - 10' UTILITY EASEMENT ° O 1— — — — O O O O I 3 C/W ., cCONCRE'TE`- I O I QRIv) WAY. 40.3 r- S.2'I N 19, 7' 5.2' Jo 20.0' COVERED ENTRY 3',3' Q A/C PAD z ONE STORY CONCRETE w BLOCK RESIDENCE CA v #209 BELGIAN WAY i a FINISH FLOOR N ' LOT 98LOT100NijELEVATION=a0.32 a N i CV 04 o 0 O O O oo O N PORCH- o U) m 29 7' I I I I LOT 99 I 1 35.4 I I 1 I 35 I N 89'17'34" W I LOT 73 ; 50.00' I LOT 75 I LOT 74 i I I RTIFIED TO: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MELONIE C. BARRINGTON 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 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 OA FURNISHED BY CLIENT. BEARINGS SHOWN HERFJ 4RE BASED ON THE NORTHERLY LINE C' ' ::T 99 BEING S 8917'34" E Ph. i LAT. FIELD DATE:) 05-22-02 _ REVISED: SCALE: = 30 FEET --- APPROVED BY: JKE FOUNDATION / ANAL JOB NO. ASM32915 05-22-02/CC LOT PLAN 6-20-01 RO JI DRAWN BY: LOT FIT 5-2-01 JML LEGEND BUILDING SETBACK LINE 0 FND NAIL AND DISCCENTERLINELB# 4671 (05-22-02) RIGHT OF WAY LINE FNO 1/2" IRON ROD AND CAP l 4OA2 EXISTING ELEVATION O LB# 4671 (05-22-02) CNA CORNER NOT ACCESSIBLEOCONCRETEDENOTESDELTAANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAO RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON 320 EAST SOUTH STREET, SUITE 1 ORLANDO, FLORIDA 32801- (407) 426-7979 I. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3 " Q z- FOR THEFIRM JAMES K. EKERN, PSM #5899 2-24 I 95 4 { 11 v I tUr 1 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Date_ --__ Permit N, - f`J tuber: - / The undersigned hereby applies for a permit to install the following electrical Owner's, Narne__— Address of Job_-^LtJ -qua=----- -- / EIP,ClriC21 C0111raCtOr /dot-c Residential: Non -Residential; Number I Amount Addition, Alteration, Repair (Residential & Non_Residentiaq New Residential: _ --- --- -- New Commercial: -- AMP Service - Change of aelvice'-- -- — - - From AMP Service to AMP Service ---_ _ ManufactU B ldin _ _ _----..---- Other f7esc ription of Work' L. r1 I1 Aication Fee TAI. OUE By Signing this application I am stating that I am in compliance with City Of Sanford Electrical Code. Applicant's Signature State License Number r CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: % 9 " ?" The undersigned hereby applies for a permit to install the following electrical: Owner's Name: 1) - 12 - 40-11' T G 1 Address of Job: 1 L) Electrical Contractor. Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number 191-15 6: 191,11 1-140-1 P. CITY OF SANFORD PLUMBING PERMIT A1313LIC TI cm Pcrr:lit Number:— •7F I lit' undersigned lie ebyapliiess lot a pernw to install Ilse foillllowing plurnuim Ownces Name: f `ei( ,',[*'/it f f, s'"7/r t? . ' Address of Job: Plumbing Conyaclor: Residential: 1 Non -Residential: 1J+Iron, Alleratiort, cair eidential a Number? Mount New Resirler111ar; Qne Water Closet AddiUonal Water Ctnset s C^Tfrlerclal: Minimum t'crnlit Fee $25.00 Fi; tutes, Hoot Utain, Ttap sewer Piping Water Pi in — Gas Piping Manu/aclarcd E3uildiny Li^sc iplivn of Warp: Applicatiotl Fee: 10.00 IQ i AL DUE: By Signing litis application I am staiing lllal 1 ari in compliance with City Of Sanford Plumbing Code, Applicant's Signalu m , Z, '? Stale License Number iNrawNUM u ruu rrN InN Ni 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 KWAW WWo CLERK OF CIRCUIT COURT BEMIM U CMWV BK 04327 PG 1594 CLERK'S M 2002832794 RECORDED iE/m/aw ittle a PM WXWIN8 FEEB 6.06 FECORM BY L Moodloy NOTICE OF COMMENCEMENT Prepare in duplica(e) 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 property: Lot(s) 74, 76, 98, 99, and 100 Bakers Crossing Phase I Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): U.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: II ontractor: D.R. Horton, Inc. Phone #: F Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713. l 3(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 inSection713.13(l)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Robert A. Lawson, Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this / day of 200 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on ehuaffo t or'porauon. He/She is personally known to me. Notary Public, State and County Aforesaid r ' iv ' N titILIA L COULTON N PUiM o My Comm Exp. 7/26/2002USLIC + No. CC 762427 I'monaly Kw_ (1Ottw I.o. Notary Seal CLLfiK OF2002 Vi l i U1 nIW1 vIw ENGINEERING PERMIT IC(1MIT No,?. This permit shall nutlionce work to be done in (lie City of Sinlord (lased an the approved construction plans andliein(onnalion p(ovidcd below: Right-ol Way Utilization .................. Orivc-way................. Applicant Name h,G _.((%1 firm: Address: PIone: 85- l') Project Location of Address- hV zrS - Title of Approved Oovclopmcnt flans: Alipfovnl Date: Schedule of Work from To fntergency"Repairs....... Proposed Activity: onveway Installation ....... 0 Aerial Utilities ....... 0 Underground Utilities ....... 0 Qorc and Jack., ..... 0 Open Cutting of Roadway.......f7 Sidewalk Installation ....... 0 Otlicr....... Specific Ocscription: 4 . 4 4 ..... 4 ! . ERcavation Information: Total Lcngth (M Number of Open Roadway Cuts Aerial Information: Lcngtit (FT) Number of Pales (Exis(ing) (New) It is understood and agreed that (lie riglits and privileges herein set out are granted only to the extent of the City of Sanford's jurisdiction and the right, title, or interest in the land to be entered and'used by the permittee. The permittec Ella(( a( all times assure all risks of and indemnity, defend, save harmless the City of Sanford from and against all loss, cost, damage, or expectsE arising in any manner an account of the permit request by said permittee of ( lie foresaid rights and privileges. In the event of any future construction of roadways, utilities, stormwater facilities,or any general maintenance activities by (11e City becomes in conflict with the above permitted activity, the permit(ee shall removo andlor relocate as necessary at no cost to the City of Sanford, insofar as such facilities are within the public right-of- way. ' CALL TIIC PUOLIC WO KS OCPT. AT 330.5G81 TO SC(ICOULE A PRC•POUR INSPCCTION APPLICANT SIGNATURE: OATf 4 . . . . . . ' , . . . . . . . . . . . . Reviewed Public Works Utilities Oatc _ Oalc r lll' PH0V( 1) fnginc"'! Ilal, III 3 CITY OF SANFORD PERMIT APPLICATIONpe Permit No.: C - ` Date: Job Address: 20CA Parcel No.: Description of Work: V Attach Proof of Ownership & Legal Description) Type of Construction: Flood Zone: Valuation of Work: $ (canc1` cu Type: p y yp v'`Residental Commercial Industrial Number of Stories: Number of Dwelling Units: _1_ Zoning: Total Square Footage: Z_ Z6- Owner: _T,..' _- 1ATo4s Address: i&2 ? t Ri tz__ City: Op_ 1 k1LC- State: F j Zip: 52r"11: Phone No.: 11C ( Fax No.: 1-tC 4 3` i w 1f.22(' k==t Contractor: R, C orwp tnoj) Address: City: Stater Zip: ,3 State License No.: Phone No.: JC3" 1 ? - AC i Y4, 'C7,- p Fax No.: AD-4 / a - (-12 Z > Contact Person: co Phone No.: 409 q - (-fIoj -2L Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: 61 NA Architect: A, c _ c' >16K) Glec p_ , Phone No.: 4", 1 Address: k , 4M I iSf I i A144 F 1 327 :1l4 Fax No.: 1C? Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of theproperty of the requirements of Florida Lien Law, FS 713. Simat, re.o.Owner/Agent . Date SigiWure of Contractor/Agent Date Print Owrydr/,4gent's Nime / ( Print Notary - State of Florida Date na of Notary -State of Florida Date OF F RATftIClA . GOUl7Cl-.. ... pP r grniw oti a 'W t c ?i.,i.TUN VOTARY o My Gomm Ev. 7/26/2002 r+orA , My Cnmm F PUBLIC s w PUBLIC .r 772 20Qa No. CC 762427 No. X 7Q427 N l k r'ec'ally Nita r i J Utll. i.0 M Rrsatalty KJICIA I jQfFIW l.p. Owner/ Agent is / Personally Known to Me or Contractor/Agent is " Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: ''r _._. c - ' 7` Date: % Z_ - / Z Vie' Special Conditions: ° D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # j SUBDIVISION: BAKERS CROSSING ADDRESS -' Uq B Lr UILDING APPLICATION POWER OF ATTORNEY Z SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT I ATTACHED TO THE PLANS SETS OF SEALED TRUSS PROFILES AND LAYOUTSVXCATTAHEDTOTHEPLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT t-- DrI Ue cr.Jli s AL fri P,• c CD N 71IR <> L_ sentricon--- Co!oirv, Eliluinatijll-., S"'Stern Date of insLall IC, I ti i r ac " N u r PUc I i E RS NA, 1z C;"V/SMte/zip ou),ow, 7k phollk. &: Ellm."i UNSTALL,-kT`,-, A11).D"I"FSS: S 1'EC 1',1 O1 R '-"-7 4OTIFI. Fit --, T`- EIR, L 0 c 1' )' . I ,, S- 1 _ - " , : Pimµ-\ l @C#4ZD Coiolky Elimination system du: Anniversary D i An%, p-v-,,ont dceni_ld resultncc"al ul o", vv' a U Ri_\' RAN-, r-. Ile d"te f)' insta,Lzi 1 41, the sl:- u rc(s) agains', damac,"". sL 111C. D C i todescribed alnallt 'c", if, A .1. ..... period I vi" notification 11-c )aii S and paN he cost of lab-- .1,iJ ina"'erials lot o c-1,.1--cd, Sl.,OCI10,100-0. Apex lnav he p lit no d iti o i ai cos th C 7 .s il c! T H I. UN D E R S -,X1 D C 6 T D AUT H G 1Z.1,1Z ES T I-1 ING, I N", F Sj HLAL LL kG REESTI-1 z," T," 'I"i% J0 IS AIN;D C. C"D:, 1) 1 C)" S E 1) ON E WERNTHE S IYH0T_P, TI AT)ex RepresellLaiN: e e An,ex llest V pcxj Nvi'Ll, a S:- ,-.I-.`al Colllplla;lce wit", uli aacl 110_-..l LI-A-s! and al applicable cc)-1a'1-, i"-iu1 n by Dowf.lanco: literature provided insta n (r icoc 7 S ta tions h c S. C, os) in the s o d a ro u nal "i c - ts` 0 2. alollitc,. tilCsc: Sl-,itiolls for .,._-: tths from the Chile hcrl-,ol: durim- add I_.,-alita 1--mit - cn'(c it i s. Ct_:-L"nle" of d u 1 ill fo, dlLb. 01' I'LM of F", ecru it" f'` itv.efe"t of _entrconCoiom EM v, n, i2 (.,.,.'Lcad this L,- followill— -: i" Ijj ll oiapa Preti,c, 4ment ---nv. -Maintaj-., ALI PETIP"fl, of the o i i fo,. able ou bef, of LI paN Aftur Cl' q tC fif"llycar. :1d, if. -car rLserveS Ile r i f,t .c I., i. acA 'o L-: The custom -. lull C06_1_1._., Lic,.-. v, : ",I Apex d"; t"I -,I- n .n b a itc d free fro a I2 v ictors 0' i L S E k- V, i t I- eslation s Ich Is YVOJ'j beeliderpizrtST3, or 'ds noted o- Ad ',I; Lioii d i i-11- 'P` C', Q, .:s 1vn 0, t i 2 L i j, c 11 d d"minate fault- ks; dral' ,s, ccad- ls. L! uliticz. 0 !N_ G, uhf_ arca(s) bah, :,diAtio unicwillC.'u-red zo por-_)-S 01,- ilc illsect illl'Cs1ati6n, b'.L. dl.. respousib;litN o,' a rc-:s Pvh cre -_n.- C,< d, e co2Id o n_-; 1;1vS,_- S ;re o A, cozld;,iol s d,;- 1.0 nexioli LL OTHER S, 0 1 S C L., I N, E- GNF, N Y S C S OF Aj 31PECAPi/1" NCLUDING S_!ATUTORY WARRA: N'TNMERCHANT.,%,BILI'j- FITNESS 0 R ''-AAITICULAR P'URPIOSE_", CIR 0 _T L G PR PURTIHER, 0_ HAS M. LkD'RIMATIONOF C-I-1 RdCM_,1_ I HE I i SERVICEPPIOVIDED PIF',REUNDER. T.IA.T HAS CRE,-, Tk E"D U'R T.-) EIV V, AR)zZ',_Vfv. Customer cxp,-cssiY "v:,M's "ll-ld J- Clc"4;cs C'ii.inl5 ill all). hlws'uit, H Al U. negli-clice, to. l's, perS0,11,11 111, 11.11'V, clenth" violati"'Al of anv statute., Iuior re,,ldati6i" lIoss of 0 Compensator- illcident1:0, collsequentiai, excir" phlry' pullicive, 1;1-ui. Iatcd, trc-Ie7 ol. specin-, in 110 event shall Apex bL, lint*)r;I for any ;rnount gren'.1cr that anwunt :1v yZvi 0 bc, '3C` SENSITIVITY/PilYSIC.AL FACTORS: Customer understands mull agrees that (I)it is the responsibility of all family meinbers, visitors, guests, and/or other temporary or permanent occupants to consult a physician 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 (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that tine general terms and conditions are hereby made part of this contract and apply without exception. L DOWEQkNCO OWNERSHIP OF SENTRICON* SYSTEM COjlIpONENTS: ','Ile Customer understands that: All con-ponents of the Sentricon "System (Components) are and will remain to property of DowE!anco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on Be Customer's premises under this agreement. 2. On c"Nation or termination of this Agreement, Apex and DowElnnco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System Apex will: (?)so notify the Customer; ("offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid harrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may !rave to discontinue tine relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet receives!; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different £oral of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise Do)NElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)gral t Apex and DowENnco or its representative reasonable access to the premises for tie retrieval of the Components; and; (2)cither agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OI2 ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of be init<<ri inst:a!lation. Prior to; (1)Mc Structure(s) being structurally modified, mitered, or otherwise changed or; (2) to any termiticide being applied on or dose to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify ,'_pe-x in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apes at the Customers expense, and may require and adjushnent in the annual the. DAMAGE RELATED TO SERVICE Apex will exercise due cure while performing may work hereunder in avoidance of damagi ng any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apes. PAYMENTIDI FAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (I) Apex may without notice, terminate. this Agreement and pursue all other available remedies, whieh shall be cumulative, and (2) interest shall accrue at Me highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all casts and attorneys fees incurred by Apex, whether or not suit is brought. VENUE/SEVERABILI TY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remah hg terms and comlitions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable bw as A pertains to the services promised herein, Ape.-( reserved the right to revise the annual extension charge or terminate this Agreement. DISC LAIIIEILCONDUCME CONDITIONS Apex's liability under this Agreement will be terminated if Aihcx is pmventcd Dom fultrlling its responsibilities under- t!he terms of this Agreement by any reason of delays in transportation, shortages of fucl/or materials, strikes, embargoes, fares, floods, hurricanes, storms, quarantine restrictions, or any other act of (kid or circumstances beyond the control of apex. Apex dischims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (I)termitc damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade aherations; 3)ternzite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas h: ve been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding lidgatlon, in the event of any dispute arising thereunder, Customer agrees to submit the dispute to the (east 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 Stare of 11orida, or the Federal Arbitration Act, 9 U.S.C. section 1, et se . The proceeding shall be governed by wo arbitrator, and the location of arbitration will be Brevard County, Flora at the offices of Apex or itsdesignee. The arbitrator will have 'he complete power to determine all issues of fact and law, and any determination of the arbitrators will be final and conclusive, and bindhig on both parties. Customer :agrees that any such arbitration shall be co:.ducted on an indk idual basis, and not a class We basis. Ape.: shad recover all fees, costs, $iu fees associated v ith the aruitc ati, :! proceeding. ENTIRE AGREEENILNT. The service Agreement signed at the time of purchase consMutes the entire l -;remelt between Be parties Hal no other representations of statements will be binding on the parties. ties. REFUNDS. Apex at any time on or after 36 (thirty-six) months Boni !he Kitial dam of instalkhon, to r,inate this Agreement and he relieved of any liability hereunder A Apex determines, in its sore discretion, that it is unable to prevent or sop urther damage to Property from subterranean ternirte actii it,,, Partial mMnds may be made under the discretion of Apex Pest Control f..e. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be zoade immediateQ A' -rting to The Apex Corporate Office. !hex A only obligated to perform under this Agreement if the Customer alloia apex access to the identified Property for any purpose contemplated by this Agreement, including but not Hinted to re -inspection, s to her• the inspeNoi was requested by the Customer or considered necessaryy by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) xear iron. ifs effective date. After this initial 12 (twelve) month period, Customer niny transfer or assign this Agreement with a $MAO transfer fee parable to Apex within 30 thirty) clays of the transfer of the treated Property. Trademark of DoiN Elanco Brevard Area Orlando Area TamyabarasoW Area M8 S Plumosa St. 7006 Sapohl Cn nG 5314 10"dkenburg Rd N Merritt Island, FL 32952 Winterpar k, FL. 32792 , .; npa, FL 33510 407-459 2847; 467158- 540 h `t3-221-2847 800-929-2847 888-764-.S,7 877-459-2847 Limited Power Of Attorney I hearby name and appoint: Craig Coulton and `r r each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act forme and ply t The Buildinq Dept. of: C -Ito o, Ea, ZV For a residential permit for work to be performed at: Lot # : qq Subdivision Address: 2.0G And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number na ure of Contra or This foregoing instrument was acknowledged before me this: Date: Who COu umic olynawre By: Richard B. Ladd ( Contractor ) PATRICIA L. COULMN My Comm Exp. 7f2K2002 No. CC 762427 iiv..m.e.sw+-n f106* I.O. Notary Seal f CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. 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. 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. c. 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 handralls and guardrails. h. Square footage table showing footages: Garages/Carports 0_2 S.F. Porch(s)/Entry(s) S.F. Patio(s) S.F. Conditioned structure 131 a Q S.F. Total (Gross Area) '0?07 S.F. 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 fill, a report may be requested by the Building Official or his representative. Cl 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 heaths - 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 By Owner or Authorized Agent) Address of Job: Mechanical Cont Residential Non -Residential A_ IIC) State License Number City of Sanford Dan Florian, Building Official P. O. Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for 209 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, 2--" - - )0., Robert A. *y 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 759.50 FEET; THENCE DEPARTING SAID WEST LINE ON A BEARING OF S 89'34'31" E A DISTANCE OF 1020.80 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. i POINT OF BEGINNING, O 1020 80' u, =A S 89-34'31_ V F 0o b z a; ad , w n 2 4 O GWWU ZN 10 3 POINT OF o COMMENCEMENT Z THE SOUTHWEST CORNER OF THE NORTHWEST 1/2 OF SECTION 18-20S-31E LOT 99 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 581 SO. FT. t TOTAL SOD 2729 SO. FT. t 50.00' S 89'17'34" E 10' UTILITY EASEMENT CD--- -- - - -- -- v - o0NQ 0 DRIVE0.2 O i 20.0' COVERED ENTRANCE a PROPOSED 59.3,- r i l`,... S 71 {"im.I T Lf'1nII F',"f 0 t f i 111 l i 1 w. i `EN 1749 u+ FINISHED f100R ELEVATION=40.3 MUST BE 1 N 39. 7' OF AQJAI. E1,4 c i j VME a PORCH m oTHER,WVi,: C1 lVf 41 52- 29. 7' 5. 2' L_-... - - - OT 99 y DRAINAGE TYPE B JS 0 MINIMUM LOT WIDTH N 89*17'34" W FRONT: 2' LOT 73 50.00' REAR: 200' I I SIDE: 5' LOT 74 CORNER: 15' I 7 cfl N N d' O m LOT 98 LOT 75 BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE PREPARED FOR; 99. 9' PROPOSED ELEVATION PROPOSED DRAINAGE FLOW D. R. HOR TON CONCRETE THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES LB LAND SURVEYING BUSINESS ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF LS LAND SURVEYOR THEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION PRM PERMANENT REFERENCE MONUMENT LISTFORCONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA PCP PERMANENT CONTROL POINT FURNISHED 8Y CLIENT AND IS FOR INFORMATIONAL PURPOSES P) M) PER PLAT MEASURED ONLY. THIS IS NOT A SURVEY FND FOUND 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 FOU THE SUBJECT PROPERTY APPEARS TO LIE I ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 99 BEING S 89*17'34` E PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: EEC JOB NO. ASM32915 LOT PLAN 6-20-01 RO/J DRAWN BY LOT FIT 5-2-01 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBM6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- ( 407) 426-7979 LEGEND CNA CORNER NOT ACCESSABLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. O. 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 TYR TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE 50. 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 1TTLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT PIE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR u ( Comae THE E L COLE, PSM y4403--i TE PLAT OF SURVEY DESCRIPTION: AS FURNISHED) LOT 99, BAKERS CROSSING, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT A BELGIAN WAY 50' PLATTED RIGHT-OF-WAY PT - 279.51'- S89'17'3a"E _ _ 448.60' J9 169.69 PC 9? W b 50.00' N oa S 89*17'34" E $ Z vi WALK IS 1.2' OFF WALK IS 1.2' OFF 10' UTILITY EASEMENT q O O I----- on M' O p O i 3 C/w cCOryGRE E` I O 40.3 I in :. .:' 5.2'I ;:: n 19.7' 5.2' o 20.0' COVERED ENTRY Q 3' K3' A/C PAD w w ONE STORY CONCRETE BLOCK RESIDENCE w w Q W v #209 BELGIAN WAY iry FINISH FLOOR N W cD LOT 98 LOT 100 (o ELEVATION_40.32 uM N N Z Z N N f a` 0 4 o in a ill Q Q 10.0 0 PORCH Rm 5.2'1 29.7' 15.2• J Jh^ I I I I LOT 99 I 1 I I S 1 N 89*17'34" W I LOT 73 50.00' i LOT 75LOT74 I I I RTIFIED TO: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MELONIE C. BARRINGTON CH MORTGAGE COMPANY, I , LTD. NOTE: U IF FINISIIF,D FLOOR ELEVATION OF TIIIIS STRUCTURE MEETS OR EXCEEDS TFIE REQUIREMENTS SET FORTH IN THE CITY OF NOTE: SANFORD CODE CHAPTER 6, SEC. 6-7(A) 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 FURNISHED BY CLIENT. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 99 BEING S 89*17*34" E PER PLAT. FIELD DATE:) 05-22-02 REVISED: SCALE: 1" = 30 FEET APPROVED BY: JKE FOUNDATION / FINAL JOB N0. ASM32915 D5-22-02/CC LOT PLAN 6-20-01 RD JML DRAWN BY: LOT FIT 5-2-01 JML BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 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 SLAO C CHORD LENGTH PK PARKER KALON LEGEND Q FND NAIL AND DISCLBM4671 (05-22-02) FND 1/2'IRON ROD AND CAPOLBN4671 (05-22-02) CNA CORNER NOT ACCESSIBLE In, 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 OHU OVERHEAD UTILITY LINE 10 IDEN TIFICATION 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 WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING % 7C...i FOR CERTIFICATION OF AUTHORIZATION NUMBERLB1y6393 Q THE 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA JAMES K. EKERN, PSM #5899321101- (407) 426-7979 e 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 : M882908 thru M882925. Total : 18 drawings. Job DR1749A Builder D R HORTON City SANFORD, BAKERS CROSSING, LOT 99 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 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 18 Truss drawing. 2) Truss Index. June 18, 2001 Junaidie "Rudirnan, PE The seat on those 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. AWAm m - verm design parameters and READ NOTES oN nas AND REVERSE SIDE BEFORE USE. siiiiiiiiii! ® 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 for lateral support of Individual web members only. Additional temporary bracing to Insure stablllly 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-8B Quality Standard, DSB•89 Bracing Specification, and HIS-91 MiTek® Handling Instadllna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All 0 Q 0 For 4 x 2 orientation, locate v plates I/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mrrek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 mi! MiTeke TM PANEL CLIP FORM018,019 GANG-NAtL (2) IfyDR0.A'fR j&General Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handlinQc erection and installation of trusses, 1993 Mitek Holdings, Inc. r, r 4' Truss Index for Job # DR1749A A M882908 All M882909 A13 M882910 A15 M882911 A 17 M882912 A19 M882913 A7 M882914 A9 M882915 AGAB M882916 C M882917 CGAB M882918 D M882919 DGAB M882920 J M882921 K M882922 L M882923 M M882924 S M882925 Sealed on : 1/24/2001 U'I s : ' r: • fps !• tit c irFRED1 E PL13200 A wmmNO - Vervy design pamssseters and READ NOTES oN rms AND REvmss BIDE BEFORE um. sal Design valid tot use only with MITek connectors. This design Is based only upon parameter shown, and is for an Individual building component to be Installed and boded vettba4y. Applicability of design parameter and proper Incorpotatbn of component is responslblllty of building designer - not buss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary biocing to Insure stability during construction is the responsibility of the erector. Additional permanent brbtcing of the overall shuciure is the tesponslbllRy of the building designer. for general guldonce tegarding fabrication, quality control, storage, delivery, etectbn and bracing, consult QST-88 Quality Standard, DSS-89 tracing Spoeftatlon, and HIS-91 M iTe k® Handling installing and Bracing Recommendation ovaltNable, amPussPlate Institute, 563 D'Onoftb Drive, Madison, WI5371 C. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. WEBS 3, Place plates on each face of truss at each iFor4x2orientation, locate jointN and embed fully. Avoid knots and wane plates 1/8" from outside edge of U a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices ca 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 J} J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 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 14! 0 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„ { Tw erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. FORM018,019 Job —Truss Truss Type Qty Ply M882908 DR1749A A ROOF TRUSS 18 otional) 4.20-1 SR-1 i Nov 1-0000 MifekMlIndustries, Inc. WeONGWOOD. FL d Jan N -31 1 :2601 Page 1 0 -4 19-10-0 26-2-12 32-7-7 39-" 40-8-0 1-0 7-0-9 ------ -- -- 1 . -0-0 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 1-" Scale = 1:71.6 5X6 5.00 if 5 3x4 3x4 4 6 5x6 5x6 C11 73 8 92 3x8 3x8 = 12 11 10 3x4 = 5x8 = 3x4 10-2-14 19-10-0 29-5-2 39-8-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets (X,Y L.04-2,0-1-81, r3:0-3-0,0-3- PLATES GRIP M1120 2491190LOADING (psf) SPACING 2-0-0 i csi DEFL in (loc) I/defI TCLL 30.0 Plates Increase 1.33 j TC 0.73 Vert(LL) -0.27 11 >999 TC;DL 7.0 Lumber increase 1.33 BC 0.90 Vert(TL) -0.61 10-11 >764 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-8-13 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 5-10-13 oc; bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11, 6-11 REACTIONS (lb/size) 2=1936/0-8-0,8=1936/0-" Max Horz 2=46(load case 3) Max Uplift2=-690(load case 4), 8=-690(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14.2-3=-3676,3-4=-3316.4-5=-2334.5-6=-2334.6-7=-3316,7-8=-3677,8-9=14 BOT CHORD 2-12=3362. 11-12=2795, 10-11 =2795. 8-1 On3362 WEBS 3-12=406, 4-12=538, 4-11 =-855, 5-11 = 1322, 6-11 =-855, 6-1 0=538, 7-1 0=406 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/ANS195 If end verticals exist, they are not exposed 7 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 1.333) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 2 and 690 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPl 1-1995 criteria. LOAD CASE(S) Standard JAN 2 4 2001 WARNING - varVy dosign paninwitem and READ Norss ON rms AND RzyzRSV SIDE BEFORE USE. Design vatid for use only with MITek connectors. this design is based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vertically. Applicablitly of design parameters and proper Incorporation of component It responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during donsituction Is the losponsibility of the erector. Additional permanent br1sclng of the overall structure Is the responsibility at the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, OSS-89 Bracing Spectitcation. and HIB-fit M!TekHandlinginstallingandBracingItIrscommondallonavailablefromTrussPlateinstitute. 5413 D'Onotilo Drive, Madison, Wl 53719. 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 I/a" 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 C2 C3 WEBS J5 O _ o rr U O a y O U ri ce c7 u r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal 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. mi! MiTek" J11PANEL TM CLIP FORM018.019 uG ® HYDRO -AIR® 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 comber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. ' 1993 Mitek Holdings, Inc. russ -0ty —Ply--, IJobfi, S 4 M882909 All ! ROOF TRUSSDR1749A J— ACCU-SPAN,—K-LONGWO—-6FL 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:U2001 F 14 11-0-0 16-10-11 22-9-5 28-" 33-10-2 39-8-0 40-8-10 1- 0-0 5-9-14 5-2-2 5-10-11 5-10-11 5-10-11 5-2-2 5-9-14 1-0-0 Scale = 1:70.2 5x6 2x4 I 3x4 5x6 5. 00 12 4 5 6 7 2x4 2x48 37 X 9 1 0 72 3x8 = 14 13 12 11 3x8 3x4 = 5x8 = 5x6 = 3x4 8-3- 14 16-10-11 22-9-5 31-4-2 3"-0 8-3- 14 8-6-13 5-10-11 8-6-13 8-3-14 Offsets X. 2:0-4-2.0-1-8],[4.P-3-0,0-2-4L[7:0-3 O 274].L9'0-4-2.0--li-:ffl.LI2-.0-3-0,0-3-0l.[13:0-4-0.0-3-0] PLATES GRIP M1120 2491190 Pate LOADING ( psf) SPACING 2-0-0 TCLL 30. 0 i Plates Increase 1.33 CS1 j DEFIL in (loc) lidefl TC; 0. 78 Vert(LL) -0.34 13 >999 TCDL 7. 0 Lumber Increase 1.33 BC 0,84 Vert(TL) -0.60 13-14 >783 BCLL 0. 0 Rep Stress Incir YES WB 0.32 i Horz(TL) 0.17 9 n/a BCDL 10. 0 Code SBC/ANSI95 I j 1 st LCLL Min I/defl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-7-3 oc; purlins. rN BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or6-0-7oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=1936/0-8-0, 9=193610-8-0 Max Horz 2=26(load case 3) Max Uplift2=- 690(load case 4), 9=-690(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14,2-3-3797,34=-3521, 4-5=-3773, 5-6=-3773, 6-7=-3773, 7-8=-3521, 8-9=-3797,9-10=14 BOT CHORD 2-14=3465, 13-14=3039, 12-13=3773, 11-12=3039, 9-11=3465 4-14= 420. 4-13=933, 5-13=432, 6-13=-0, 6-12=432, 7-12=934, 7-11 =420, 8-11 =-292 WEBS 3-14=-292, 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 1, condition I enclosed K: % building, ofdimensions45ftby24ftwithexposureCASCE7-93 per SBCIANS195 If and verticals exist, they are not exposed to wind. Ifcantileversexist, 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 0, P 4 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 2 and 690 lb uplift at joint 9. JAN 2 4 2001 5) ThistrusshasbeendesignedwithANSIfrPI1-1995 criteria. LOAD CASE( S) Standard WARMNO - V* rVy design parameters and READ Norts ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design It based only upon parameters shown, and is for an Individual building component to be rnslalle6 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 members only. Additional temporary bracing to lnsur* stability during construction Is the esponsibilify of the elector. Additional permanent bracing of the overall structure Is the responsibility of the bvIldlng designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consull QST-86 Quality Standard, Dss-aif Bracing Specification, and NIB-91 MiTek® Handlina InstallingandBracingRecommendationavailablefromTrussPlateInstitute, 5M D'Onofflo Drive, modison, Wl 537M 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. T 0 0 For 4 x 2 orientation, locate U plates i/a' from outside edge of a0trussandverticalweb. 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 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. 0i 0 WWI General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a- 4. Unless otherwise noted, locate chord splices 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. LFORM018,019 HYDRO -AIR Job Truss Truss Type Oty Ply M88291 0 DR1749A 'A13 ROOF TRUSS 1 1 I optional) Accu-sFi-AWLoN[dwooa, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:36 2001 Page 1 1-0-0, 6-9-14 13-0-0 17-6-11 22-1-5 26-M 32-10-2 39-8-0 40-8-0 1-0-0 6-9-14 6-2-2 4-6-11 4-6-11 4-6-11 6-2-2 6-9-14 1-0-0 Scale = VX2 5x6 3x4 = 3x4 = 5x6 5.00', 12 4 5 6 7 33x4x4 3 2 9 10 7 6) 3x8 15 14 13 12 11 3x8 2x4 11 3x8 = 5x6 = 3x8 2x4 11 6-9-14 13-0-0 19-10-0 26-8-0 32-10-2 3"-0 6-9-14 6-2-2 6-10-0 6-10-0 6-2-2 6-9-14 Plate Offsets (X,Y): [2:0-4-2,0-1-81._14:0-_3-0.0-2-4 .0-_3-0.0-2--4 -20-1-8. 130-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.30 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.50 13-14 >930 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 204 Its LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-9-7 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-14 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 9=193610-" Max Horz 2=-31 (load case 2) Max Uplift2=-690(load case 4), 9=-690(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14,2-3=-3771, 3-4=-3105, 4-5=-2886, 5-6=-3237.6-7=-2886,7-8=-3105,8-9=-3771, 9-10=14 BOT CHORD 2-15=3448,14-15=3448.13-14=3209,12-13=3209,11-12=3448.9-11=3448 WEBS 3-15=128.3-14=-641, 4-14=796,5-14=-514, 5-13=72, 6-13=72, 6-12=-514,7-12=796.8-12=-641, 8-11=128 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/ANS195 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. J AN 2 4 20014) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 2 and 690 lb uplift at joint 9. 5) This truss has been designed with ANSIfTPI 1-1995 criteria. LOAD CASE(S) Standard WARMNG - VerM design parameters and READ NOTES ON TWS AND REVERSE 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. Applicablitly of design parameters and proper Incorporation of component Is tesponsIbIlIty 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 jesponsiblilty of the erector. Addiflonal permanent bi1scing at the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consul QST-88 Quality Standard, OSO-89 Bracing Speciffication, and HII-91 0MiTekHandlingInstallinaandBracingRecommendationavailablefromTrussPlateInstitute, 5413 D'Onotilo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/14 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. 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 C2 C3 O WEBS J5 o _ o U O O U r— a ce Cr O 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 M{Tek/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 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. Nii 0 MiTeke TM PANEL CLIP fORM018,019 GA2UG-IVAJL ® JDQO R® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /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. L Job Truss Truss Type Oty Ply M882911 OR 1 749A A15 ROOF TRUSS 1 1 1_(o2ignia1) ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:38 2001 Page I 1-0-0- 7-9-14 15-0-0 19-10-0 24-8-0 31-10-2 39-8-0 40-8- i 0 1 1-0-0 7-9-14 7-2-2 4-10-0 4-10-0 7-2-2 7-9-14 1-0-0 Scale = 1:70.2 5.00.112 5x6 = 3x4 = 5x6 4 5 6 5x6 5X6 3 7 7 82 9 7 3x8 = 13 12 11 10 3x8 2x4 11 5x8 = 5x8 = 2x4 11 7-9-14 15-0-0 24-8-0 7-9-14 7-2-2 9-8-0 7-2-2 7-9-14 Plate OffsetsXY 2L0-4-2,0-1-81,[3:0-3-0,0-3-0] j4:0-3-0.0-2-41. 6:0-3-0,0-2-44 7:0-3-0.0-3-01, [8:07A-_20-1&], L1 1:0-2-8,0-3-0, 1 LOADING (psf) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CS1 DEFIL in (loc) I/defl TC 0.88 Vert(LL) -0.26 12 >999 PLATES GRIP M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.61 11-12 >763 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code SBC/ANSI95 i 1st LC LL Min I/defl = 360 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP NoAD *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or6-3-14 oc bracing. BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=193610-8-0, 8=1936/0-8-0 Max Horz 2=35(load case 3) Max Uplift2=-690(load case 4), 8=-690(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14,2-3=-3673,3-4=-2887,4-5=-2669.5-6=-2669,6-7=-2887,7-8=-3673,8-9=14 BOT CHORD 2-13=3363, 12-13=3359, 11-12=2803, 10-11 =3359, 8-1 0=3363 WEBS 3-13=147, 3-12=-767, 4-12=668, 5-12=-220, 5-11 =-220. 6-11 =668, 7-1 1=-767, 7-10=147 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 1100mph winds at 15 ft above ground level, using 5.Opsf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceantine, 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 The lumberDOLincreaseiswind. Ifcantileversexist, they are exposed to wind. If porches exist, they are not exposed to wind. 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 690 lb uplift at joint 2 and 690 lb uplift at JAN 2 4 200 joint 8.1 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE( S) Standard W. v. rM d..1gn pmawtv. and READ Norzs ON rms AND RcvzRm SIDE BEFORE USE. WARNING Designvalid tot use only with MiTak connectors. 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 iesponsfi4111fy of building designer - not truss designer. B( oclng 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 bf1sclng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST -$a Quality Standard, OWN Bracing Specification. and HIR-91 MiTek Handling InstallintfandBracingRecommendationavailablefromTrussPlateInstitute, W D'onottio Drive, Madison, Wl 637M Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property B securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. u a 2. Cut members to bear tightly against each other. EWBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i a:joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of v a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I14C, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N to! 0 MiTeko 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. t 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. L FORM018,019 tsnNG-tu.4it HYORO,A/R Job Truss Truss Type Oty Ply M882912' DR1749A -'A17 ROOFTRUSS 1 1 o tional ACCU-SPAN, LONGWOOD, FL 4.201 SRt s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:40 2001 Page 1 6-1-3 11-0-10 17-0-0 22-8-0 28-1-6 33-6-13 39-8-0 40-8-0 i--- --t--- - —..._. --- ---......--+---------1— t------- 1-0-0 6-1-3 5-5-6 5-5-6 5-8-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:70.2 5x6 = 5x8 5 6 5.001112 3x43x4 4 7 2x4 .'i` 2x4 r 4111, vi 3 !j ''/ \ 8 n 3x8 = 14 13 12 11 3x8 — 3x4 = 5x8 = 5x6 = 3x4 = 8-9-14 17-0-0 22-8-0 30-10-2 39.8-0 , 8-9-14 8-2-2 5-8-0 8-2-2 8-9-14 Plate Offsets (X,Y): L_0-4-2,0-1-81. 5[ 0 3-0,0-2-4), [6:0-5-12,0-2-8], 9:0-4-2,0-1-8 1) [ 2:0-3-0,0-l-01, [13:0-4-0,0-3-0] _ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 1 TC 0.67 I Vert(LL) -0.27 12 >999 M1120 249/190 TCDL 7.0 BCLL 0.0 Lumber Increase 1.33 Rep Stress Incr YES 1 BC 0.82 WB 0.71 Vert(TL) -0.51 11-12 >925 Horz(TL) 0.16 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-3 oc purlins. VBOTCHORD2X4SYPNo.2D BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. ( WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-13 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Harz 2=40(load case 3) Max Uplift2=-690(load case 4), 9=-690(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3771, 3-4=-3471, 4-5=-2652, 5.6=-2457, 6-7=-2650, 7-8=-3471, 8-9=-3771, 9-10=14 a ; v ; )3BOTCHORD2-14=3443, 13-14=2991. 12-13=2457, 11-12=2991, 9-11=3443 WEBS 3-14=-318, 4-14=434, 4-13=-722, 5-13=611, 6-13=-0, 6-12=610. 7-12=-723, 7-11=435, 8-11=-318 5` ill 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 toad, 60 mi from hurricane oceanline, on an occupancy category 1, condition t enclosed r fy. 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 1 t1 w • = ji wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is Cj 1.33, and the plate grip increase is 1.33 tR— - ' • '' 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 2 and 690 lb uplift at joint9. JAN 2 a 2001 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard K_ WARNING - V:rM design Parameters and READ NOTES ON THIS AND RRVERSE SIDE 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 Incorporation of component is responsibility of building designer - not truss designer. &acing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblllly of the erector. Additional permanent bil9cing of the overall structure Is the lesponsiblltty 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 HIB-91 M iTek0HandlingInataffinoandBracingRecommendationavailablefromTrussPlateInstitute. 583 D'Onortlo 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 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 C7 C3 WEBS 0 ia: Z 0 k, IJ00 0 ce C 7 C BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chad. 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 101' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870D40-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTek® TM PANEL CLIP FORM016,019 MYDRO,AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, i 4 erection and installation of trusses. , 1993 Mitek Holdings, Inc. 1 Job DR1749A ss A19 ROOF TRUSS M882913 sNov 16 12- 10-10 19-0-0 0 8( 26-9 6 1 32-10-13 ___4_ 39-8-04 -8)0 1- 0-0 6-9-3 6-1-6 6-1-6 1-8-0 6-1.6 6-1-6 6-9-3 1-0-0 5. 00 12 5x6 5x6 = 5 6 3x8 = 14 13 12 11 3x8 3x4 = 5x6 = 5x6 = 3x4 = 9- 9-14 19-0-0 20-8-9 29.10-2 39-8-0 —- 9- 9-14 9-2-2 1-8-0 9-2-2 9-9-14 0 lq 0 Scale = 1:83.8 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) -0.30 11-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 11-12 >881 BCLL 0.0 Rep Stress Incr YES WB 0.46 I Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 I (Matrix) 1st LC LL Min I/deft = 360 I Weight: 202 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-11-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-13. 7-12 REACTIONS ( lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz 2=-44(load case 2) Max Uplift2=-690(load case 4), 9=-690(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3900, 34=-3540, 4-5=-2539, 5-6=-2268, 6-7=-2536, 7-8=-3540, 8-9=-3900, 9-10=29 BOT CHORD 2-14=3488, 13-14=2909, 12-13=2268, 11-12=2909, 9-11=3488 WEBS 3-14=409, 4-14=560, 4-13=-860, 5-13=664, 6-12=664, 7-12=-862, 7-11=560, 8-11=409 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 SSC/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 690 lb uplift at joint 2 and 690 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard WARMNO - Verb deafQn pararrsetera amd READ NOTES ON TFQS AND REVERSE SME BEFORE USE. Deslgn yalld for use only with MlTek 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 ptopet Incotporatdon of component is responsibility of building designer - not truss designer. Btacing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslbillty of the erector. Additional permanent bNoing 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, OSS-89 Bracing Specification, and Hill-91 Handling Insialdtnp and Bracing Recommendatlon ovaUabde from Truss Plate Institute, Sale D'Onofrlo Delve, Madison, W f537MIJAN 2 4 2001 M M! a 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 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property h/s J2 J3 J4 TOP CHORDS owner and all other interested parties., C7 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 a ' a: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 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" frompanel 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 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 MiTek® 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 HYDRO -AIR Job Truss Truss Type Qty Ply M882914 DR1749A A7 ROOF TRUSS 1 1 1 (optional) ACCU-SPAN, LONGW-- I FL 4.201 SR1 s Nov16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:45 2001 Page 1 1-0-0 3-9-14 7-0-0 1041-0 15-11_14 21-6-0 _1 27=0-2 32-8-0 35-102. 39-80--40j--80 1-0-0 3-9-14 3-2-2 3-4-0 5-7-14 5-6-2 5-6-2 5.7-14 3-2-2 3-9-14 1-0-0 Scale = 1:70.2 6x8 = 5x10 = 5.00T 4x10 = 2x4 !:' 7x8 = 2x4 .' 4 5 6 7 8 9 2x4 : T 2x4 3 — Imo,; ` 10 •- J - y 11 Cq 2 .. ;i 12 3x6 = 18 17 16 15 14 13 3x8 = 3x4 = 7x8 = 5x12 = 5x6 = 3x8 = 3x4 = 7-0-0 10-4-0 15-11-14 21-0-0 _ 27-0-2 _ 32-8-0 39 8-0 7-0-0 3-4-0 5-7-14 5-0-2 5-6-2 5-7-14 7-0-0 Plate Offsets (X Y): [4:0-2-12,0-3 8], [7:0 4-0,0 4-8], [9:0-3 4,0-3-0], [11:0 4-2 0-1-8] j15:0-3-0,0-3-0] [16:0-5-0,0-3-01 t — LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) -0.34 14-15 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.86 Vert(TL) -0.55 14-15 >635 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.09 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 218 lb — LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 2-8-7 oc purlins. 4-7 2 X 6 SYP SS, 7-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 2-11-15 oc bracing. SOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 5-16 WEBS 2 X 4 SYP No.3 *Except* 2 Rows at 1/3 pis 7-16 5-16 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=-427/0-8-0, 17=5743/0-8-0, 11=2370/0-8-0 Max Horz 2=17(load case 3) Max Uplift2=-756(load case 6), 17=-2603(load case 4), 11=-1024(load case 2) Max Grav 17=5743(Ioad case 1), 11=2380(load case 6)`\S FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=1686, 3-4=2135, 4-5=4074, 5-6=-1234, 6-7=-1236, 7-8=-5630, 8-9=-5633, 9-10=-4901, 10-11=-4899, 11-12=29 n t BOT CHORD 2-18=-1465, 17-18=-1899. 16-17=-4073, 15-16=4437, 14-15=4437, 13-14=4566, 11-13=4376 1 WEBS 3-18=-524, 4-18=902, 4-17=-2887, 5-17=-3599, 5-16=5956, 6-16=-813, 7-16=-3612, 7-15=224, 7-14=1346, 8-14=-935, F 9-14=1197, 9-13=724, 10-13=169 x NOTES` I 1) This truss has been checked for unbalanced loading conditions. 6 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 Ideadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition 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 2 4 2001DOLincreaseis1,33, and the plate grip increase is 1.33 JAN 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 756 lb uplift at joint 2, 2603 lb uplift at joint 17 and 1024 lb uplift at joint 11. 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) 603.21b down and 569.31b up at 32-8-0, and 603.21b down and 569.31b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. Continued on page 2 WARNING - Vert& design parameters and READ NOTES ONTHM AND REVERSE SWE REFORE USE. 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 loaded vertically. Applicability of design patameWs, and proper Incorporation of component is iesponslblllly of building designer - not truss designer, Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure slablllty during construction is the tesponslblllty of the erector. Additional permanent br1scing of the overall sttucture Is the responsibility of the building designer. For genetol guidance regarding fabrication, quality control, storage, delivery, eteclion and bracing, consult CST-aa Quality Standard, 099-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss Porte Institute, 5W D'Onofrlo Otive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 1l/. *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 c o WEBS J5 Q o_ o a 2 O U ce c7 u 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 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 SSCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeko JilPANEL TM CLIP FORM018,019 GANG -MAIL ® HYDRO -AIR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puffins 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 IruSs 11u4a rypu I DR1749A A7 ROOF TRUSS M882914 sNov 1 LOAD CASES) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 14=-74.0, 4-9=-154.2, 9-12=-74.0, 2-18=-20.0, 13-18=-41.7, 11-13=-20.0 Concentrated Loads (lb) Vert: 18=-603.2 13=-603.2 qS£ 7j(i9r4 JAN 2 4 2CQ1 Q WARMNG - T7erVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE VW. r•!® Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is tod 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 bNoIng of the overall structure is the responsibility of the building designer. For general guidance regarding fobrlcatlon. qualify control, storage, delivery, erection and bracing, consult CST-88 Quality Standard. DSS-89 Bracing Specification, and HIB-91 M iTek® Handling InstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'OnoBlo 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. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. 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 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870D40-N, 930013-N, 91D080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke TM 410. PANEL CLIP FORM018,019 OA vG- ® HYORO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. Job- —Truss Truss Type Tcity Ply M882915 DR1 749A ;'A9 ROOF TRUSS a ACCU-SPAN, LONGWOOD, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:47 2001 Page 1 16-2-11 34-_5 30-8-0 34-10-2 39-8-0 40-8-0 1-0-0 4-9-14 4-2-2 7-2-11 7-2-11 7-2-11 4-2-2 4-9-14 1-0-0 Scale = 1:70.3 5x6 SA 3x4 5x6 5.00 12 4 5 6 7 2x4 2x4 83 i717 A2 0 7 3x6 15 14 13 12 11 3x6 7-- 3x4 = 6x6 = 5x6 = 6x6 = 3x4 5-5-14 10-4-0 19-10-0 29-4-0 34-2-2 39-8-0 5-5-14 4-10-2 9-6-0 M-0 4-10-2 5-5-14 Plate OffsetsAXY, L4:0-3-_Q,0-2-41,L!5.0-3-0 _03-OL 2L41 [13:0-3-0.0-3-0] LOADING SPACING 2-0-0 psf) CS1 DEFIL in (loc) I/defl PLATES GRIP I TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) -0.12 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.63 Vert(TL) 0.37 12-13 >942 BCLL 0.0 I Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 9 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Raw at midpt 5-14 REACTIONS ( lb/size) 2=19/0-8-0,14=2578/0-8-0. 9=1275/0-8-0 Max Harz 2=22(load case 3) Max Uplift2=-317(load case 6), 14=-1081(load case 4), 9=-472(load case 2) Max Grav2=87(load case 5),14=2578(load case 1), 9=1289(load case 6) FORCES ( lb) - First Load Case Only C. TOP CHORD 1-2=14,2-3=723,3-4=829,4-5=1537.5-6=-1186,6-7=-1776.7-8=-2195,8-9=-2307,9-10=14 BOT CHORD 2-15=-658, 14-15=-1135, 13-14=467, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3-15=-319,4-15=546.4-14=-1211,5-14=-2384,5-13=1043.6-13=-781,6-12=61,7-12=117,7-11=424,8-11=-224 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, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed deadloadand5.0 psf bottom chord 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 adequate drainage to prevent water ponding. JAN 2 4 2001 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2, 1081 lb uplift at joint 14 and 472 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard AWARMNG - VerM deallyn parameter and READ NOTES ON THIS AND REVERSE SIDE 111,11"RE USE. Design vplid for use only with Mitalk conneclois. This design is based only upon parameters shown, and is to, an individual building component to be Installed and loaded vertically. Appilcoblifty 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 tesponsibility of the erector. Additional permanent btbclng of the overall structure k the responsibility of the building designer. Fat general guidance tegaiding lobtimo-ollon, quality control, Storage. delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and Hit-911 Handling Installinq and Bracing 6Wcommondatlanovallable from Trust Plate institute, 583 D'Onotflo Drive, Madison, W1 53719, M!Tek 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. IF 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 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 0 OfYOROva/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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 Truss Truss Type — Qty Ply M882916 . DR1749A AGAB ROOF TRUSS 1 1 Iclonal ACCU-SPAN, LONGWOOD. FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:50 2001 Page 1 1-0 0 7-0-9 13-5-4 19-10-0 26-2-12 32-7-7 39-8-0 4t0-8-0 1-0-0 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 1-0-0 Scale = 1:71.6 5x6 5.00 ' 12 5 3x4 3x4 64 ,. 5x6 5x6 3x8 = 12 11 t0 3x8 = 3x4 = 5x8 = 3x4 = 19-10-0 29-5-2 39-8-0 - -I10-2.14 —i — 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets (X,Y): [2:0-4-2,0-1-8], [30-3-0,0-3-0], [7:0-3-0,0-3-0], (8:0-4-2,0-1-8], [11:0-4-0,0-3-0], [33:0-0-0,0-0-0], [33:0-0-0,0-0-0], (34:0-0-0,0-0-0], [35:0-0-0,0-0-0], 36:0-0-0,0-0-0], (36:0-0-0,0-0-0], [37:0-0-0,0-0-0], (38:0-0-0,0-0-0], (39:0-0-0,0-0-0], [40:0-0-0,0-"], [41:0-0-0,0-0-0], [41:0-0-0,0-0-0], [42:0-0-0,0-0-0], 43:0-0-0,0-0-0], [44:0-0-0,0-0-0], [45:0-0-0,0-0-0], (46:0-0-0,0-0-0], [46:0-0-0,0-0-0], (47:0-0-0,0-0-0], (48:0-0-0,0-0-0], [49:0-0-0,0-0-0], [50:0-0-0,0-0-0], 51:0-0-00-0-0] [52:0-0-00-0-0] _ -- LOADING (psf) SPACING 2-0-0 CSI i DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TIC 0.81 Vert(LL) -0.27 11 >999 M1120 249/190 TCDL 7. 0 I Lumber Increase 1.33 BCLL 0. 0 Rep Stress Incr NO BC 0. 95 Vert(TL) -0.61 10-11 >764 WB 0. 53 Horz(TL) 0.16 8 n/a BCDL 10. 0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 292 lb LUMBER BRACING M TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11, 6-11 OTHERS 2 X 4 SYP No.3 r REACTIONS (lb/ size) 2=1936/0-8-0, 8=1936/0-8-0 Max Horz 2=46(load case 3) Max Uplift2=- 090(load case 4), 8=-090(load case 4) r > r , FORCES ( lb) - First Load Case Only ' TOP CHORD 1-2=14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-0=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-12=3362, 11-12=2795, 10-11=2795, 8-10=3362 A WEBS 3- 12=406, 4-12=538, 4-11=-855, 5-11=1322, 6-11=-855, 6-10=538, 7-10=-406 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 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 J Uj 2 42001 wind. If cantileversexist, 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 2 and 690 lb upliftgtf,r:,, _ .• joint 8. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard WARNING - Ver(& design paranwten and READ NOTES ON THIS AND REVERSESIDE BEFORE USE. w® Design valid for use only with MITek connectors. This design Is based only upon parameters shown. and Is tot an individual bulkding component to be Installed and loaded veftbally. Applicability of design porameters and proper Incorpotatlon of component Is tesponslblllly of building designer - not ttuss deslgnet. Btacing shown Is tot lateral support of Individual web members only. Additional tempotaty bracing to Insure stability during conshuctlon Is the responslbBlly of the etectol. Additional petmanenl brarcing of the overall sttuclure Is the responslbliity of the building designer. for genetal guidance - tegardlnq IabrlCatlon, quality control, storage, delivery, erection and bracing, consult OST•ap Quality Standard, OS409 tracing Specification, and HIB-91 Handling Installlnq and kacing Recommendation available from Ttuss Plate Institute, 583 D'Onottlo Dtive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 11/. * 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. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS C2 C3 WEBS J5 o _ o a. O ' U Ce C? c6 r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40 11 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N mi! MiTek® AJIM ® TM PANEL CLIP FORM0I8,019 HYDRO -AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss !Truss Type ty Ply I M8829 17 DR1749A ROOF TRUSS J(option ACCU-SP—AN, --LONGWOOD, FL 4,201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:52 2661 Page 1 1 19-3-09-10-0 14-5 2 1-0-0 5-2-14 4-7-2 4-7-2 4-9-14 Scale = 1:36.0 4x6 4 5.00 12 2x4 2x4 3 6 2 3x4 = 7 3x4 3x8 9-10-0 19-3-0 9-10-0 9-5-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) -0.05 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-11-13 oc bracing. li WEBS 2 X 4 SYP No.3 REACTIONS (Iblsize) 6=883/03-0,2=98610-8-0 Max Horz 2=56(load case 3) Max Uplift6=-283(load case 4), 2=-386(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1487, 3-4=-1088, 4-5=-1088, 5-6=-1455 BOT CHORD 2-7=1354,6-7=1315 WEBS 3-7=-383, 4-7=483, 5-7=-340 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 It by24ftwith 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 6 and 386 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. J A 11 2 LOAD CASE(S) Standard A WARMNG - V*r(Air destars parameters 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 IndivOual building component to be insiaiied 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 blblclng of the overall structure Is the responsibility of the building designer. For general guldanc* regarding fabrication, quality control, storage, delivery, erection and bracing, consuel QST-86 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling installing and Bracing Recommendation ovollower from Truss Plate Institute. $83 D'Onofolo Drive, Madison, W1 53719. MiTek® 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 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 eachc2c3other. 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 I/e" from outside edge of U O a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 114 length(+ 6" fromCaC, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 93D013-N, 91 DO80-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer, I S. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. _ CLI FORM018,019 GANG -NAIL ® NYIIRO,A/R 0 Job ;Truss Truss Type Qty Ply M882918 DR1749A CGAB ROOF TRUSS 1 I 1 i o tpiona L- - — -- Act -WAN, LONGW000, FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:54 2001 Page 1 1-0-05-2-14--- — 9-10-0 14-5-2 _— 19-8-0 — 20- 8-0 1-0-0 5-2-14 4-7-2 4-7-2 5-2-14 1-0-0 Scale = 1:37.2 4x6 _ 4 2x4 2x4 2x4 2x4 2x4 11 3 1 5 2x4 1 iI 6 1 2x4 11 2x4 11 2x4 I 2x4 11 2x4 i I 2x4 1 3x4 = 83x4 = 3x8 = 9-10-0_ 19-8-0 9-10-0 9-10-0 Plate Offsets (X Y): [16-.0-0-0 0-0-0]_[17:0-0-0,0-0-0, 18:0-0-0 0-0-0] [19:0-0-0 0-0-01, 20[ •0-0-0,0-0-0 , [21:0-0-0 0-0-0][22:0_-0-0,0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.06 8 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 6 rl/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. M WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=996/0-8-0, 6-996/0-8-0 Max Horz 2=24(load case 3) Max Uplift2=-389(load case 4), 6=-389(load case 4) FORCES (lb) - First Load Case Only r>`, TOP CHORD 1-2=14, 2-3=-1510, 3-4=-1113, 4-5=-1113, 5-6=-1510, 6-7=14 BOT CHORD 2-8=1376, 6-8=1376 WEBS 3-8=-382, 4-8=502, 5-8=-382 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 1.333) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard fp 2 1 2001GableEndDetail" s3N Vt 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. i LOAD CASE(S) Standards: 44 WARNING - Ver(Jjr design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid rot 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 members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the etectot• Additional permanent bnbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, election and bracing. consult OST-88 Quality Standard, Dst-a9 tracing Specification, and HIB-91 Handling Insfalllna and tracing Recommendation available from Truss Plate Institute. 583 D-Onohb Drive, Madkon, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. f- 0 Q 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. 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 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. MiTek® M !® FORM018,019 EANE-"""t- ® HYDRO.A/R AGeneral Safety Notes 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 0 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. fob Truss .Truss Type DR1749A '', D j ROOF TRUSS ACCU-SPAN, LONGWOOD, FL 1-0-0 5-2-0 4x6 = 5-2-0 3x4 = 2x4 11 axa i I 5-2-0 5-2-0 4-6-0 0-8-0 1-0-0 Scale = 1:21.1 17 LOADING (psf) I SPACING 2-0-0 CSI DEFL in (loc) Well I PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.02 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 nJa BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. c'1 - BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=56110-3-0, 4=56110-3-0 Max Horz 2=-14(load case 2) Max Uplift2=-467(load case 4), 4=-467(load case 4) FORCES (lb) - First Load Case Only Fr TOP CHORD 1-2=14, 2-3=-596, 3-4=-596, 4-5=14 BOT CHORD 2-0=547, 4-6=547 Jt WEBS 3.6=101 i .J 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 bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosedpsf building, of dimensions 45 it by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to c 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 467 lb uplift at joint 2 and 467 lb uplift at joint 4. f t ' 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard AIVARNING - Ver{Jcg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. viiiiiiiii! Design valld lot use only with MITek connectors. This design is based only upon parameters shown, and is lot on Individual bullding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of bullding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional tempotafy 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 deslgnet. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, OSS-69 6rocing Specification, and HIS-91 M iTek® Handling Installing and gracing Recommendation avallable from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION VA * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 For 4 x 2 orientation, locate 0 T plates 1/8" from outside edge of a0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-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 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 /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 Mdek Holdings, Inc. FORM018,019 NYDRDv4tR t . . I 7— - TJob FLAS Qty —PI-Y—. M882920, DR1749A • OGAB ROOF TRUSS ACLU-SPAN, LONGWOOD. FL 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Jan 24 09:31:58 2001 Pege 1 1-" 5-2-0 10-4-0 11-4-0 It - ----- 1-0-0 5-2-0 5-2-0 1-0-0 Scale = 1:21.1 4x6 3 115.00! 12 2X4 T 2x4 C11 4 2 1 n pij 5 0 3x4 2x4 I 6 2x4 11 3x4 — 2x4 11 3x8 11 5-2-0 5-2-0 4-6-0 0-" Plate Offsets (X,Y): [4:0-1-14.0-0A[4:0-111-14,Ug_e) LOADING (psf) TCLL 30.0 TCDL 7.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 CS1 DEFL in (loc) I/defl TC 0.36 Vert(LL) -0.01 6 >999 BC 0.40 Vert(TL) -0.02 6 >999 PLATES GRIP M1120 249/190 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc; purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=564/0-3-0, 4=560/0-1-8 Max Horz 2=-14(load case 2) Max Uplift2=-241 (load case 4). 4=-236(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14,2-3=-603,3-4=-602. 4-5=14 BOT CHORD 2-6=553, 4-6=553 WEBS 3-6=101 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 SSCIANS195 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 2 4 20011.33, and the plate grip increase is 1.33 JAN 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-" oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 2 and 236 lb uplift at joint 4. ]t, 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - WrVy design pararneWs and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Deslan valid for use only with MlTek connectors. This design Is based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically. Applicablitty of design parameters and proper Incorporation of component It responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent br'being of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, 031.39 Bracing Specification. and HIO-91 Handling Installinq and tracing Recommendation available from Trust Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate vplatesI/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 MfTek/Gang-Nati 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 I M9 !® FORM018,019 rniuG nAJL ® HYDRD-AlRe AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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. r r r Job Truss Truss Type Ot DR1749A J ROOF TRUSS 14 ACLU -SPAN, LONGWOOD, FL 4.201 SR1 100 700 1-0-0 7-0-0 I 2x4 = 7-0-0 s Nov M8829211 Jan 24 09:31:59 2001 Page 1 Scale = 1:18.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.21 2-4 >375 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 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) 1st LC LL Min I/defl = 360 Weight: 23 Ib I LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz2=181(load case 4) Max Uplift3=-154(load case 2), 2=-331(load case 4), 4=-116(load case 2) FORCES ( lb) - First Load Case Only t A TOP CHORD 1-2=29, 2-3=75 f f BOT CHORD 24=0 M NOTESf 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 1 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 SBCIANSI95 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 1 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, 331 Ib uplift at f joint 2 and 116 lb uplift at joint 4. 4) This truss has been designed with ANSI/iPI 1-1995 criteria. LOADCASE( S) Standard JAM 2 4 2001 WARNING - Ver(jg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. r•®1 Design yalld for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Inslolled and loaded vertically, Applic-abllByof design parameters and proper Incorporation of component is responsibility of building dgslgnei - 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 brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiecf on and bracing, consult QST•66 Quality Standard, OSS-69 tracing Specification, and NII.91 MiTek HandlingInstaliinqandtracingRecommendationavailablefromTrussPlateinstitute, 583 D'Onofrlo Drive. Madison. Wl53719. 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. 17-1 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. Numbering System J2 J3 J4 TOP CHORDS c2 73 n WEBS JS Q o _ o Q U o sti O V a ce c? ce BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE 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, MiTeke PANEL TM CUP FORM018,019 OfYQRD-AW 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. •, IS. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. c w , Job !Truss DR1749A K ROOFTRUSS M882922 1-0A 1-0-0 5-0-0 2x4 = 16 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) 0.05 24 999 TCDL 7.0 lumber Increase 1.33 BC 0.14 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) 1st 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) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz2=139(load case 4) Max Uplift3=-100(load case 2), 2=-270(load case 4), 4=-81(load case 2) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 an Scale = 1:14.7 PLATES GRIP M1120 249/190 Weight: 17 lb BRACING TOP CHORD Sheathed or 5-0-0 oc purlins. N BOTCHORDRigidceilingdirectlyappliedor10-0-0 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, 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 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, 270 lb uplift at joint 2 and 81 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard JAN 2 4 2001 A WARNING - Ver(fg design parameters and READ NOTES ON THIS AND REVERSE SLDS BEFORE USE. sees! s 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 vetticaity, Applicability of design parameters and proper Incorporation of component is responsibility of building designer . not truss deslgnet. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllly of the etectot. Additional permanent btmcing of the overall structure is the responsibility of the building deslgnet. For general guidance tegatding fabrication, quality control. storage. delivery, erection and bracing, consull GST•66 Quality Standard, OSS-69 Bracing Specification, and HIB-91 M iTek0 HandlingInstallinqand6rocingRecommendatlonavailablefromTrussPlateInstitute, $63 D'Onottlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t)/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcac other. o JS a:3. Place plates on each face of truss of each For 4 x 2 orientation, locate 0 - ajointV and embed fully. Avoid knots and wane plates 1/8' from outside edge of o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromc8C? c6 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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, TM PANEL erection and installation of trusses. - 1993 Mitek Holdings, Inc. ' CLIP FORM018,019 f/YDRO.Alp@ 0 r a Job— DR1749A ts ROOF TRUSS 4 1 M882923 1s 1-0-0 3-0-0 1-0-0 3-0-0 2x4 = 3-0-0 Scale = 1:9.8 LOADING (psf) SPACING 2-0-0 CSI i DEFL in loc) I/defl PLATES GRIP TCLL 30.0 I Plates Increase 1.33 TC 0.12 Vert(LL) 0.01 2-4 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 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 I Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 11 lb LUMBER TOP CHORD 2 X 4 SYP No.213 BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz 2=97(load case 4) Max Upl!ft3=-39(load case 2), 2=-216(load rase 4), 4=46(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 SOT CHORD 2-4=0 BRACING ( - TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. r 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 enclosedrbuilding, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS!95 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 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, 216 lb uplift at joint 2 and 46 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. JAN 2 4 2001 LOAD CASE(S) Standard WARMNO - YerVyy design parameters and READ NOTES ON TEAS AND REVERSE SIDE BEFORE USE. WeDesignvallatotuseonlywithMITekconnectors. This design is based only upon parameters shown, and is for an Individual bull ing component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is tesponslblllty of bull ding designer - not truss designet. Bracing shown is for lateral support of Individual web members only. Addltlondl temporary bracing to Insure stablllty during construction is the responsibility of the erector. Addltbnal permanent bt1scing of the overall struclure is the tesponslblllty or the building designer. For general guidance regarding fabrication, quality control, storage, dellvety, erection and bracing, consult OST-BB Quallty Standard, OSS-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendationmenation available from Truss Plate Institute, 5a3 D'Onoftla Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 1 V *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 1: 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 ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO 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, lYl i MiTeko AGeneral Safety Dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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 handlirig, erection and installation of trusses. - 1993 Mitek Holdings, Inc. FORM018,019 r.,s MMAZ ® JHYDR0,4,gR® f r t • Truss Ty . Job !Trusdo — -- Truuss Typee— DR1749A AA ;ROOF TRUSS M882924 2x4 = 1_n_n LOADING (psf) SPACING 2-" 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) 0.01 1 999 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/defl = 360 LUMBER TOP CHORD 2 X 4 SYP No.213 BOT CHORD 2 X 4 SYP No.2D 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=-171(load case 4), 4=-16(load case 2) 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 BOT CHORD 2-4=0 Jan Scale = 1:5.9 I PLATES GRIP M1120 2491190 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. NOTES1) 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 chorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosedbuilding, of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed towind. 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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3, 171 lb uplift at joint 2 and 16 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE($) Standard A WARNING - Ver{fit design paroamters and READ NOTES ON THIS AND REVERSE SIDN REMM US1C, Design valid lot use only wBh MITek connectors. This design is based only upon parometen shown, and Is lot on Individual building component to be Installed and loaded vertically. Appllcablllfy of design parameters and proper Incorpotatbn of component is responsibility of building d@slgnet - not truss designer. Btacing shown is lot lateral support of Individual web members only. Additional tempotaty bracing to Insure stability during construction is the tesponslblllty of the efectot. Addltlonal permanent btbctng of the overall structule Is the responsibility of the building deslgnet. for genetal guidance tegarding fabrkatlon, quality controL stotage, delivery, erection and bracing, consult OST-BB Quality Standard, OSI.89 Bracing Spectlbatlon, and HIS-91 M iTek Handllna Instolling and Bracing Recommendation avalloble from Trust Plate Institute, 5b3 D'Onof a, Drlve, 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. 0 0 For 4 x 2 orientation, locate v plates 1/8' from outside edge of otrussandverticalweb. 1- 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 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 MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury i . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 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 purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, ' erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 O HYDRO-A/RO t 4b . V ---- ---- Truss Tr uss Type Oty y i M8829251 DR1749A 414S ROOF TRUSS 2 11 opf ACLU -SPAN, LONGWOOD, FL 4.201Ral)___ Rll s NovNov-16 2000 MiTek Industries, Inc. eWd Jan 24 09:32:06 2001 Page 1-5-0 5-3-5 1-5-0 5-3-5 4-7-8 Scale = 1: 19.6 4 3.5412 9 3x4 3 2 i cn 1 10 11 7 12 6 5 2x4 = 2x4 I 3x4 5-3-5 9-10-13 5-3-5 LOADING (psf) SPACING 2-00 1 CS1 I DEFIL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 7.0 Lumber Increase 1 331: 3TCDL3 TC 0.73 Vert(I-L) 0.11 6-7 >994 BC 0.42 i Vert(TL) 0.10 6-7 >999 M1120 2491190 BCLL 0.0 Rep Stress Incr NO 43 Horz(TL) -0.02 5 n/aWB0.43 BCOL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or6-"oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=189/0-1-8. 2=635/0-11-5, 5=398/Mechanical Max Horz 2= 1 99(load case 2) Max Uplift4=-218(load case 3), 2=-730(foad case 2), 5=-528(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29.2-8=-1101,3-8=-1004.3-9=-88,4-9=44 7-12=1003, 6-12=1003,5-6=0BOTCHORD2-10=1003, 10-1 1=1003, 7-1 1=1003, WEBS 3-7=187.3-6=-1071 YjNOTES 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 1, condition I enclosed Y'. building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed towind. 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 2) Refer to girder(s) for truss to truss connections. Z-1 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 218 lb uplift at joint 4, 730 lb uplift at joint 2 and 528 lb uplift at joint 5. JAN 2 4 2001 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 7-1-10on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.11b 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: 14=-74.0, 2-5=-20.0 Continued on page 2 A WARMNO - VerW design patnarnotors and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MiTek connectors. This design is based only upon parameters shown, and is to, an individual building component to be Installed and loaded vett"lly. Applicability of design patometeis and proper Incotpotation at component Is responsibility of building designer - not Truss designer. 8facing shown is lot loteicii support of Individual web members only. Additional iompoicify bracing 10 Insure stability during construction is the fesponsibillty of the eiectot. Additional permanent braking of the ovetall structure is the lojiponslt"ty at thebuilding designer. For general guidance tegaidIng fobtication, quality control. storage, delivery, election and bracing, consult QST-118 Quality Standard, DSI.89 gracing Specification, and NIB-91 Handling Instalfirta and hoeing Recommendallon available from Tiuss Plate institute, 593 D'onottio Dtiv*, Moalson, WI 53719, MiTek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property e securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczc3 other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h ; ¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of L) 00 o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromCAC. panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 18 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 MiTeke engineer. t, 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. O 1993 Mitek Holdings, Inc. CLiP FORM018,019 HYDRO.AIR AP 1F ROOFTRUSS 2 M882925 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 c F^ JAN 2 4 2001 AWARMNO - Verify destan parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. ! Oeslgn valdd tot use only with MITek conneclots. 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 tot lateral support of Individual web membets only. Additional temporary bracing to Insure stability dutIng construction Is the responsibility of the eieclot. Additional permanent btbcing of the overall structure Is the iesponslblilly of the building deslgnet. For general guidance regarding fabtloatlon, Quality control, storage, delivery, erection and bracing, consult GST-BB Gualky Standard, OSS-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onoftlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ys J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC7C3 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 h 0 joint and embed fully. Avoid knots and wane plates 1/8"from outside edge of d y O u t joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices C8 C7 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 J J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/ Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N MiTeke 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 handiiria, erection and installation of trusses. O 1993 Mitek Holdings, Inc. FORM018, 019 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Add ress: 2c)q City, State,1-C +,f U i Owner: Climate Zone: Central Builder: DR HORTON Permitting Office: Permit Number: Jurisdiction Number: I . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit 3. Number of units, if multi -family I - 4. Number of Bedrooms 3 - j b. N/A 5. Is this a worst case? Yes- 6. Conditioned floor area (ft') 1760 ft' c. N/A 7. Glass area & type a. Clear - single pane 271.0 ft' 13. Heating systems b. Clear - double pane 16.0 ft' _ a. Electric Heat Pump C. Tindother SC/SHGC - single pane 0.0 ft' _ 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, 188.0(p) tt - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, lnt Insul, Exterior R=3.0, 1010.0 ft' - b. Frame, Wood, Adjacent R=I 1.0, 270.0 ft' - b. N/A c. N/A d N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DFIP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft' 15. 1[VAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, a N/A 14F-Whole house fan, Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Interior Sup. R=6.0, 1.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 23916.00 PASSGlass/Floor Area: 0.16 Total base points: 25232.00 Cap: 42.0 kBtu/hr _ SEER:l0.20 Cap: 42.0 kBtu/hr HSPF: 7.50 Cap: 50.0 gallons _ EF: 0.86 _ I hereby certify that the plans and specifications covered % j Review of the plans and TKE sT by this calculation are in compliance with the Florida specifications covered by this o4 - 9T o Energy Code. calculation indicates compliance,!,''°y„ PREPARED BY:'Q & E. j with the Florida Energy Code. Before construction is completed A DATE: t 2 • X this building will be inspected for 4 1 hereby certify that this building, as designed, is in compliance with Section 553.908 o01) WB'Tv- compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT:{c ,Sc,c:t . BUILDING OFFICIAL: DATE: [ 11 1 j DATE: EnergyGauge® (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1760.0 42.08 13330.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 16.0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1495.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 As -Built Total: 287.0 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 270.0 0.7 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1603.0 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 Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 1760.0 0.60 1056.0 Under Attic 19.0 1886.0 1.10 2074.6 Base Total: 1760.0 1056.0 As -Built Total: 1886.0 2074.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p) 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 5978.4 As -Built Total: 5997.2 INFILTRATION Area X BSPM Points Area X SPM Points 1760.0 14.31 25185.6 1760.0 14.31 25185.6 EnergyGauge® DCA Form 60OA-97 EnergyGauge(&/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 35826.1 Summer As -Built Points: 36006.4 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 35826.1 0.3577 12815.0 36006.4 36006.4 1.000 1.00 0.975 0.975 0.334 0.334 1.000 1.000 11732.1 11732.1 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 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1760.0 4.79 1517.3 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adajcent 270.0 1.8 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2506.0 As -Built Total: 1280.0 4324.0 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 Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1760.0 0.60 1056.0 Under Attic 19.0 1886.0 1.00 1886.0 Base Total: 1760.0 1056.0 As -Built Total: 1886.0 1886.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188,0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p) 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 470.0 INFILTRATION Area X BWPM Points Area X WPM Points 1760.0 0.28 492.8 1760.0 0.28 492.8 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: 4403.3 Winter As -Built Points: 9497.3 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit = Multiplier Heating Points 4403.3 1.0730 4724.8 9497.3 9497.3 1.000 1.00 0.998 0.998 0.455 0.455 1.000 1.000 4312.8 4312.8 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: , , , BASE PERMIT #: 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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling. + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12815.0 4724.8 7692.0 25231.8 11732.1 4312.8 7870.9 23915.8 PASS y0, sTg 2, 0. itlit rA II f r 4 R I1 t'.6 0 EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ _ _ CHECK__ Exterior Windows & Doors 606.1.ABC.1.1 j Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. _ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility I penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 j 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 j to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 I 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; j 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 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 onperimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, i, have combustion air. cA _11) nYUCO 00=Qe`92I0TIXI6= RAFACI IRPC /mutt he mat nr exceeded by all residences.) COMPONENTS (SECTION REQUIREMENTS iCHECK Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit iWaterHeaters612.1 I breaker (electric) or cutoff AasLmust 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 I must have a pump timer. Gas spa & pool heaters must have a minimum thermal I efficiency of 78%__ Shower heads 612.1 _ 1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 i All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically I attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min, insulation. HVAC Controls 1 607.1 Separate readily accessible manual or automatic thermostat for each system Insulation j 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.4 The higher the score, the more efficient the home. I . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I _ 3 _ b. N/A Yes _ 1760 ft' c. N/A 271.0 ft' _ 13. Heating systems 16.0 ft' a. Electric Heat Pump 0.0 ft' 0.0 ft' b. N/A R=0.0, 188.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1010.0 ft' _ R=11.0, 270.0 ft' _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1886.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. t, t) Date: (a i' 1BuilderSignature: 1't i " Address of New Home: 20q -- 6t 1 City/FL Zip:'--'A AAJ b Cap: 42.0 kBtu/hr _ SEER: 10.20 Cap: 42.0 kBtu/hr _ HSPF:7.50 _ Cap: 50.0 gallons _ EF: 0.86 y yoiEKE-sraT o NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar'"designation), your home may gualify 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. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 Project Information For: DR HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 34313 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 34313 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area 1760 Volumee (ft3) 14080 14080 Air changes/hour 0.8 0.4 Equiv. AVF (cfm) 188 94 Heating Equipment Summary Make TRANE Trade Outside db 93 18 OF DeenTD F R9 ggelativeniumidity 55 Moisture difference 37 gr/lb Sensible Cooling Equipment Load Sizing Structure 29998 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg; data n Rate/swing multiplier 0.98 Total sens. equip. load 30368 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1250 Btuh Infiltration 2351 Btuh Total latent equip. load 4751 Btuh Total equipment load 35120 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input 0 Btuh Efficiency Sensible cooling 10.2 EER 29050 Btuh Heating output 0 0 Btuh OF Latent cooling Total cooling 12450 41500 Btuh BtuhHeatingtemprise Actual ieating fan 0 Heating air flow factor 0.000 cfm cfm/Btuh Actual cooling fan Cooling air flow factor 1400 0.047 cfm cfm/Btuh Space thermostat Load sensible heat ratio 87 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr10 htsoft Right -Suite Residential"4 5.0.33 RSR26016 2000-Oct-12 15:16:28 AK E:\Flles\drhorton\1749\1749.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 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 14080 ft' x 0.0167 = 188 cfm 2. Winter infiltration load 1.1 x188 cfm x 32 OF Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ft2 Total window = 20.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 14080 ft3 x 0.0167 = 94 cfm 2. Summer infiltration load 1.1 x94 cfm x 18 OF Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = 5.7 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x37 gr/lb moist.diff. x 94 cfm = 2351 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) + 29998 Btuh Sum of ventilation and structure loads - 30988 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 30368 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/lb moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure CBtuh Equipment sizing load - latent - 4751 Btuh Construction Quality is: a No. of Fireplaces is: 0 Sold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VV 7C1 jj tSC:)ft Right -Suite ResidentialT 5.0.33 RSR26016 2000 Oct-12 1 Page 1C E:\Files\drTonon\1749\1749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room Entire House LIV/DIN LDY BTH2 2 Length of exposed wall 188.0 ft 58.0 ft 6.0 ft 5.0 ft74MANUAL3Roomdimensions19.0 x 24.0 ft 7.0 x 9.0 ft 6.0 x 9.0 ft Ceiings Condit. Option 8.0 ftheat/cool d 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) EXPOSURE N0. Htg Clg ft2) Htg Clg ftz) Htg Clg ft') Htg Clg ft2) Htg Clg 5 Gross Exposed a 148 b 13 4.6 3.2 2.1 1.2 1301 288 344 120 0 48 0 40"." walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0. 0 0.0 0 0 0 f... R 0 0 f f.". f 0. 0 0.0 0 6 Windows and a 1 C 37.0 173 6394 93 3437 0 0 0 0 0 0 glass doorsb8C37.0 80 2957 0 0 0 0 0 0;„; 0 0 Heating c1C37.0 0 0 0 0;;;; 0 0 0 0 d 9C38.7 18 697 0 0 e 7L 20.8 16 333 0 0 0 0 0 0 R... 0 0 0 0 fl1 0.01 0 0"""' 0 0 7 Windows and glass doors North NE/ NW 20.4 42.5 4"""" 169 82 7188 0""«" 23 0 1435 0""`" 0 0 0 0"«"` 0 0 0 Cooling ENV 0.0 0""" 0 0 0 0""" 0 0 0 0 0 0 SE/ SW56.9 98 5572 70 4246 0 0 South Horz0. 0 142 0""'" 16 0 2275 0'""" 0 0 0 0'"«" 0 0 0 0"""" 0 0 8 Other doors a 10 14.7 9.9 18 265 179 0 0 0 18 265 179 0 0 0 0 b 1118.9 12.7 20 378 255 20 378 255 0 0 0 0 0 c 0. 0 0.0 0 0 0 01 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 3.2 2.1 1.2 1010 270 4654 851 2080 316 231 120 1064 378 476 140 0 30 0 95 0 35 0 40 0 126 0 47 exposed wallsand b 13C c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 1886 3172 4163 572 970 1273 63 107 140 54 92 120 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 0 Note: roomb0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c 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 0 0 0 0 0 0 0 0 0 0 0 floors) f0.0 0.0 0 12 Infiltration a 120.41 5.7 325 6621 1862 113 23021 6471 18 367 103 0 0 0 13 Subtotal loss=6+8..+11+12 31194 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 3119 10° 1003 10° 99 1087 f. f. 10° 35 382 R"•" 15 Total loss = 13+14 34313 11036 16 Int. gains: People @ 300 5 1500 1 300 0 0 1 0 600 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 2 RRf lIRR 1800 27271 0 M RR"• 87730 Rf RRRR 10570 167 0 Less externalcooling00RR. fR 0 f.R 0 18 19 Less transfer Duct gain Total RSH gain=(17+18)"PLF 10° 1, 00 2727 29998 10° 1. 00 877 9650 10° 1. 00 106 1163 10° 1. 00 17 184 20 Air required (cfm) I '""" 0 1 1400 01 450 0 54 0 9 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wf s0I rrc::iVr Right -Suite Residentlal^ 5.0.33 RSR26016 2000-Oct-12 15:16:28 Zz5l. E:\ F11es\drhortonk1749\1749.rsr Page 1 RIGHT-J WORKSHEET Entire House0DELAIRHEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 J: 7th Ed. 1 Name of roam BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 ft 25.0 ft 27.0 ft74MANUAL3Roomdimensions11.0 x 13.0 ft 14.0 x 13.0 ft 11.0 x 15.0 ft 18.0 x 13.0 ft Ceiings Condit. Option 8.0 ftheat/cool 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 (Stuh) EXPOSURE NO. Htg Clg ft') Htg I Clg ft') Htg I Clg ft2) Htg Clg ft') Htg I Clg 5 Gross a 148 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 1.2 80 0 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e f0. 0 0. 0 0.0 0. 0 0 0 0 0 0 0 0 0 6 Windows and a 1 C 37.0 16 591 16 591 0 0 0 0 32 40 1183 1478 glassdoorsb8C37.0 0 0 0 0 0 0" 0 0 Heatingc1C37.0 0 0 0 0 0 0" d9C38.7 0 0` 0 0 18 697 e 7L 20.8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doors NE/NW 42.5 0 0 0 0 18 709 0 72 0""' 2837 0 CoolingE/W SE/ SW 0. 0 56. 9 0 14 0 663 0""` 14 0 663 0 0 0 0 0 South 0.0 0""' 0 0 0 0*""" 0 0 0 Horz 142 0«»•• 0 0**•« 0 0 0 0 0 8 Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b1118.9 0. 0 12. 7 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c9 Net a 146 4.6 2.1 88 406 181 72 332 148 182 839 375 218 1005 449 exposed b 13C 3.2 1.2 80 252 94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 wallsandpartitions c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 143 243 318 182 309 405 165 280 367 234 397 521 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 23 596 0 11 285 0 25 648 0 27 700 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 5.7 161 326 921 16 326 92 181 367 103 72 1467 413 13 Subtotal loss=6+8..+11+12 2414 1843 2830 6229 Less external heating 0 0 a 0 0 R'"' 0 0 14 Less transfer Duct loss 10° 0 241 100 0 184 100 283 10° 623 15 Total loss = 13+14 2655 2027 3113 6852 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 0 2 0 600 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 0 0 1389 0 1349 1554 4819 0 0 0 0 LessexternalcoolingLess transfer 0 0 0 18 19 Duct gain Total RSH gain=(17+18)*PLF 100 1. 00 139 1528 100 1. 00 135 1484 100 1. 00 155 1710 100 1. 00 482 5301 20 Air required (cfm) I `*** 01 71 0 69 0 80 0 247 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr- g0"t50ft Right -Suite Residential'" 5.0.33 RSR26016 2000-Oct-12 15:16:28 ACCK E:\Files\drhor1on\1749\1749.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 MANUAL J: 7th Ed. 1 2 Name of room Length of exposed wall FAM 0.0 ft NOOK 22.0 ft KIT 11.0 ft 3 Room dimensions 13.0 x 17.0 ft 10.0 x 12.0 ft 12.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE ICS N0. Htg Clg ft') Htg Clg ft') Htg Clg W) Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 187 88 0 Exposedb13C3.2 1.2 0 0 walls and c 0.0 0.0 0 0 0 e w."+ partitions d 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 16 591 0 glassdoorsb8C37.0 0 0 40 1478 0 Heating c 1 C 37.0 0 0""". 0 0 0 0 d 9C 38.7 0 0 0 0" 0 0 e 7L 20.8 16 333 0 0 0 0""" 0 0 0 0 f110.0 01 0 7 Windows and North 20.4 0 0 0 0 0'"" 40 0 1576 0""` 16 0 630 glassdoorsCooling NE/ NW E/ W 42. 5 0. 0 0;;;; 0 0;;;; 0 0;;;; 0 SE/ SW 56.9 0 0 0 0 0 0 South 0.0 0'"'• 0 0 0 0"""" 0 Horz 142 16 2275 0 0 0 0 8 Other doors 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 bjalloc1118.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c0.0 0.0 9 Net a 146 4.6 2.1 0 0 0 147 677 303 72 332 148 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 wallsandpartitions c d 0. 0 0. 0 0. 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 221 348 456 120 204 267 132 224 294 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 22 570 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeteris displ. c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 120.415.7 161 326 921 40 815 229 16 326 92 13 Subtotal loss=6+8..+11+12 1006 3744 1758 Less external heating 0 0 0 14 Less transfer Duct loss 10° 0 101 10° 0 374 10° 176 15 Total loss = 13+14 1107 4119 1934 16 Int. gains: People @ 600 0 0 0 1200 17 1200 Subtot RSH gain=7+8..+12+16 0 3423 Less external cooling transfer 0 0 0 0 18 19 Less Duct gain Total RSH gain=(17+18)"PLF 100 1. 00 342 3766 10° 1. 00 238 13 261310° 1. 00 236 2601 o 20 Air required (cfm) 0 176 0 122 0 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wf lei7t501Ft Right -Suite ResidentialT" 5.0.33 RSR26016 2000-Oct-12 15:16:28 Page 3 AC` C. k E:\Files\drhor1on\1749\1749.rsr RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 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 LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY BTH2 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBTH d n ne a c n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0 b n nw a c n 0 d 1 1 90 1.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y s a c y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 NOOK b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 6.8 39.4 40.0 0.0 KIT a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 wt" iclt 1tSC:) t Right•Suite Residential*" 5.0.33 RSR26016 2000-Oct•12 15:16:28 iCC E:\Flies\dryorlon\1749\1749.rsr Page 1 QbP v4t FsN I Ill 7l!• _„ .,, . I I! I e\ FIFAIIN Ail( i. 1i1;. RURIGER INC. rL l.. 19 8 cuTor—iI:Rice; iG3AONi $S tom._Jl?G-..—.__ e 1 Oli:ffH AF'FR(iYf.0 fly faii;ilGiliila Flu In J atiun Valuei 1K) m 11 1 C.1P E 10-4-0 11-0-0 i I. 19-8-0 - IE 20-0-0 WA _RN I N -('-:—ALL- ALL BEARING WALLS TO BE PLACED 1 ;_ 1 PLY HGR. V1 C TI CCE! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS 1 PRIOR TO SETTING TRUSSES.. L 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING... - —IA d 3 PLY HGR. SIGNED APPROVAL: XL--------------------__ JOB NUMBER: DR1749A DATE: 1-24-01 PITCH, S LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON H: 12" 407-321-1440 BY: T.H JOB NAME: MODEL 1749 "A" ELEV. BRG: BLOCK