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HomeMy WebLinkAbout226 Friesian Way 02-894 New SFHPERMIT ADDRESS CONTRACTOR D R Horton 6250 Hazeltine Nat'l Dr 4102 ADDRESS Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNERr' PHONE NUMBER ELECTRICAL CONTRACTOR w awg5)1X L. MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # Z DATE Z - PERMIT DESCRIPTION F= PERMIT VALUATION ) 4" SQUARE FOOTAGE ?R--) 7 cn F _ Y v §. y s r t _ 5. CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the'building located at 226 FRIESIAN WAY for which permit 02-00000894 has heretofore been issued on 6/07/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as ',, S'-,,, CA-1 1< v complies with all the building, plumbing, electr' a , zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No TIATR APT)PM7AT. BUILDING: Finaled ! ZONING: Inspected UTILITIES: FIRE: Inspected Water Sewer Lines In -;"; ; ,;f," Ir Lines In Meter` Sewer Set Tap Reclaimed Water ENGINEERING: Drainage ?- Maintenance Bond PUBLIC WORKS: Street Street Paved Name Street Signs Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01.-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE RRRq PATn DATE APPROVAL DATE AMOUNT 7/15/02 20.00 7/30/02 20.00 6/10/02 10.00 9/25/02 10.00 7/09/02 10.00 6/10/02 10.00 6/10/02 59.27 6/10/02 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the'building located at 226 FRIESIAN WAY for which permit 02-00000894 has heretofore been issued on 6/07/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 6/10/02 279.61 01-POLICE IMPACT RESID 6/10/02 91.93 01-RADON GAS TAX FEE 6/10/02 14.13 01-ROAD IMPACT FEES 6/10/02 847.00 01-RECOVERY FD/CERT. PGM. 6/10/02 14.14 01-SCHOOL IMPACT FEE 6/10/02 1384.00 WD IMPACT:SINGLE FAMILY 6/10/02 650.00 SD IMPACT:SINGLE FAMILY 6/10/02 1700.00 r' a`, yti'•<,i L''4. . ,r...:'1" t' Y•i/'".,. :r".`' { 7'... \ 1 f it :Y 1 ( `5 i OMER L " T BifiT I G' OFFI IAL—% REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE PERMIT #C)C' ADDRESS a-D SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd Public Works Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional) DATE j 3ej=-i ;265 PERMIT # ADDRESS a_Q SUBDIVISION Bakers Crossing CONTRACTOR ' DR Norton Ph: (407) 832-4698 (Tom) Fax:, (407) 32l.-3579 The Building Division has, received a'request fora final inspection and a Certificate,of Occupancy.for the.above referenced address. We would appreciate a final inspection of the site by your department., Approval by your department would result in a granting_a C.O.,for the address._ If you have any issues that the contractor will need to address; please submit a statement for denial of C.O. or a conditional agreement to be attached to the,C.O.'.; Thank you for your cooperation. Engineering Fema Rec'd Public Works Cert. of Elev. `Rec d Utilities - Bldg., Inspector Apprvd zo Conditions: (to be completed only If approval is.conditional L i REQUEST FOR FINAL INSPECTION II CERTIFICATE OF OCCUPANCY/COMPLETION II SINGLE FAMILY RESIDENCE"`* I DATE PERMIT # -EP 4- AdDRESS C_a-U SUBDIVISION Bakers Crossin CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 I The Building Division has, received a request fora final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your d I'partment. 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, pleasel submit a statement for denial of C.O, or a conditional agreement to be attached to the C.O. Thank you for your cooperation. R Engineering i Public Works Utilitie ss i/Z7f03 Conditions: (to be completed only if approval is conditi! Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd nal) LMBCj401• CITY OF SANFORD Address Misc'. Information Maintenance 1/24/03 11:42:39 Location ID . . . 230355 Parcel Number . . 18.20.31. - - Alternate location ID Location address . 226 FRIESIAN WAY Primary related party BAKERS CROSSING SUBDIVISION Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 61202 2.00 CSVC UT BP02-894 PD 6-10-02 SEE REC#5348 61202 3.00 CSVC UT 3/4" WA METER SET FEE $190.00 PD 6-10-02 61202 4.00 CSVC UT REC#5348 61202 5.00 6.00 7.00 8.00 9.00 10.00 Special notes More... F2=Address F3=Exit FS=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires July 31, 2002 ELEVATION CERTIFICATE Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 226 FRIESAN WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 81, BAKERS CROSSING, PHASE 1 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): V' or ##.##### 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(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4/17195 4/17/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12 Is the building located in a Coastal Bar* Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, 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 ConversionlComments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (inducting basement or endosure) 32. 5 ft.(m) o b) Top of next higher floor 41 .9 ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) 00 o d) Attached garage (top of slab) 32. 0 ft.(m) E o e) Lowest elevation of machinery and/or equipment wm servicing the building (Describe in a Comments area) 31 .2 ft.(m) 0 M o f) Lowest adjacent (finished) grade (LAG) 30.4 ft.(m) Z P o g) Highest adjacent (finished) grade (HAG) 31. 3 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.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 anv false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP GUUL r nn1ITI It%rprrr C'Tr 4OA A r1RI AKinr) Ft 32801 JLV C. JVu 11 SIGNATURE I J I VL 1 I L. Ivy, "• "-' •' •"" - -- DATE TELEPHONE 1/29/03 (407) 426-7979 rn A11 nnr\/1l "cl CIIITinkic! FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR wry i nvuAi July nr_rL J rI IL-YI— IMPORTANT: In these spaces, copy the corresponding information from Section ik For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO; Policy Number 226 FRIESAN WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for u4as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) 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 floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only),,and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my kncWedge. 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 official who is authorized by law or ordinance to administer the community's floodplain management ordinance -can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or Ixal law to certifyelevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCFJOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I-1 Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT' . CIF SURVEY DESCRIPTION: (AS FURNISHED) LOT 81 BAKERS CROSSING, PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 92 LOT 93 I I I 50.69' I LOT 91 I 279•48#22„E i tio ry6 t LOT 81 1" = 30' GRAPHIC SCALE 1 I j M 0 15 30 1 9.0' I 3 6 5. 0' I 40.0, 5.0 6 LOT 80 w x 2 allN o TWO STORY CONCRETE BLOCK n N LOT 82 O 't w WOOD FRAME RESIDENCE 0N i N z FINISH FLOOR ELEVATION=32.51 0 Q 226 FRIESAN WAY OZ n oa w n 17.7'S. 0ETE N 5.0 13.0' DRIVEWAY`'. 2,9 h I I 10' U11LIrY EA5EMENT:..'. WALK I A6 S 1.9' OFF 1 :.'`16;0'r','; j NI• g 49 WALK IS PT V_ -'2>_ _ o 0 5p 69'8 W..:..: '.: y', 2.0' OFF O 1N O ERLIN - i , RIGHT- EWAYJ N7g 48, i / 49' _ 22 6 9_ CERTIFIED TO AND FOR THE FRIESIAN WAY - — EXCLUSIVE USE OF: ( KNOWN As:) D.R.H. TITLE COMPANY OF FLORIDA INC. (PLATTED AS:) FRIESAN WAY PG FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA TRACT A CH MORTGAGE COMPANY, I , LTD. 50' RIGHT OF WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-29-03, UNLESS OTHERWISE 3, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. - BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 81 BEING N 79'48'22" W PER PLAT. FIELD DATE:) 01-29-03 REVISED: SCALE: 1 = 30 FEET WRM APPROVED BY: FINAL 01-29-03/CC ASM32994 FOUNDATION 9-1 -02/ JOB N0. PLOT PLAN 1-4-02 DRAWN BY: LOT FIT 5-2-01 JML LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 QFND NAIL AND DISC LB #4617 (6/29/02) FND 5/8"IRON ROD AND CAP LB N4671 (6/29/02) CNA CORNER NOT ACCESSIBLE 0 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 ID IDENTIFICATION I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SLIIHJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MILLETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA AD.4INISTRATIVE CODE PURSUANT TO CHAPIlER 472.027, FLORIDA Z-3-03 lVl ll /IIA IUV,1 it RM WILLIAM R. MUSCATELLO jr. F'SM #4928, DATE CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: 67' —T Date: The undersigned hereby applies for a permit to install the following equipment: Owner's Name: Address of Job: Mechanical Contractor: Residential Non -Residential Amcunt Nature of Work: I ,G Job Valuation: Application Fee: S10.00 TOTAL DUE: By signing this application, I am stating that I am in compliance with City of S rd Mechanical Code./ licant-Signature c,7z--- State License Number I—. __... ... .. ...... 00 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 044.29 PG 1027 CLERK'S # 2002891085 RECORDED 06/07/2002 0WW5 PM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of ppropperty: Lot(s) 59, 68, 18, 81, 83, and 85 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: WContractor: D.R. Horton, Inc. Phone #: ddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT Ski 91 LE COU RI'D ttY . EPU L.R Fax #: JUN 0 i 2002 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(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 a different date is specified): D. R. Horton, Inc. 0 by: G Robbrt A. Lawso"ssistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,200.E by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., L _e7aware Corporation, on e a o t e corporation. He/ She is personally ''mown to me. Notary Public, State and County Aforesaid A L. m lyh. " i) ULTON o My Com7/26/2pp2 s No. CC 762427 y *-- t 1 Other I.D. Notary Sea CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: 0 K gyAi®•vo, aar®m Aw e3 _ Address of Job: Plumbing Contractor: AePAW Residential: `" Non -Residential: 11, By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. Ap licant's Signature CQrQ r 6 (- State License Number CITY OF SA ],=,'3:? ; 1) °_:I > i ! ' PERMIT APPLI TION Permit Number: OZ" Da (o Z(o&)-- The undersigned hereby applies for a permit 'to install the following electrical: Owner's Name' Address of Jot,: 22-6 i Electrical Conli ctor. t % , =lIk Reslc =niial: r,/' =on -Residential: Number Amount Addition, Alteration, Repair (Residential c, h,,on-Resideraial) New Resideniia!: A,M,P Service D 35• New Commerci.a: At.4P Service Change of Service: —------------- From A P S rvice'o "'OAP Service Manufactured Building; Other: — Apcllc::lcn Fee. _ I i S10.00 T _f r1JLIO +.L BY ,oplECctian I 3of EIeCCtiUICQe. Applicant's Signature i' co 152 q 2- S-'.tate License Number Permit No.: ' CITY OF SANFORD PERMIT APPLICATION Date: c;4- &-Z 3.2,c -Oz Job Address: 22C' Permit Type: Building Electrical Mechanical Plumbing Fire AlarailSprinkkr Description of Work n E Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Line_ s Number of Gas Lines Occupancy Type: v/ Residential _Commercial _ Industrial Total Sq Ftg: Value of Worst: S Type of Construction: _ Flood Zone: 7— Number of Stories:_ Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & L ZO Description) Owner/Address/Phone: 1P2c0 Z Q htv tJ 10NEMI LC9L Q2LI cJ` Contractor/Address/Phone: R,c k - e:> C)Z (k\P p_ State License Number. CeS—O552M Contact Person: 4 F1Ttt O 01 0 _Phone &Fax Number. AC 9 S -9 ka lO QZZz3 Title Holder (If other than Owner): N % Address: Bonding Company: N Address: Mortgage Lender: S N Address: Architect/Engineer & b tEiO C f-0JP Address: 401 0691. t51)11. 11 A-I ttQL . R Phone No.: q" =r:14 Fax No.: 40 4 (--194 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 oomstruction 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 W= YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this pen -nit, 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 gorvtuttental entities such as water management districts, state agencies, or federal agencies. Ackptance permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signkfiire of Contractor/Agent Date Print Finrid er/Agent' N Print C ,ctor/Ag is N1tureofNotary -StateL2 Date t of Notary-Stat= c of Florida Date Owner/Agent is _ Produced ID pATRICIA L. COULTONP My Co,, Exp. 7/2612002 R} No. CC 762427 C.C_.... 1 Knarm 410tlwt I.D. Personally Known to Me or APPLICATION APPROVED BY: /q PATRIVA L. COULTON My Comm Exp. 7/26/2002 No. CC 762427 KP--- Y Y--h t 1ptw I.O: Contractor/Agent is Produced ID _ Personally KnoNm to Me of Date: 3 " O 2-- Special Conditions: 4 ROX I'ES r CoTqXROL- Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS ,N A E AND ADDRESS Name Address City/State/Zip aiAti'MO, --1 32r ZZ Phone & Email WOM c yiw Quarterly Payment Amount $ R First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:R DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan maybe maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for $ '1 . per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. 1. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property 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 the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and.; (5)retrieve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or its designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement and be relieved of any liability hereunder if Apex determines, in its sole discretion, that it is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identified Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. After this initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a 99000 transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407459-2847 800-929-2847 Orlando Area 7006 Stapoint Ct. #G Winterpark, FL 32792 407-858-0540 888-764-2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813-221-2847 877459-2847 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 81 BAKERS CROSSING, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 81 CONTAINS 5497 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 662 SO. FT. t TOTAL SOD 3048 SQUARE FEET t LOT 93 LOT 80 LOT 92 N 7g 48 69 . 2 w I LOT 81I I DRAINAGE TYPE A I I 1 12.00 0: A/C 1 `.PATI04 Fl 40.00' 40.00' PROPOSED MODEL 2289 FINISHED FLOOR o ELEVATION= 32.5 0 oO e 47.00 ua 5.33' o 15. 00' N 19.67' 5.0' 5.0 DRIVE,:, I1 EAS I I I 1 r LOT 91 II1 LOT 82 N4o S7g•49 48,;E:; y- 122_ -- PT .37' r SQ 6g, OrN 22157• - 19 t _ FRIESAN WAY - — TRACT A PC 50' RIGHT OF WAY MINIMUM LOT WIDTH FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE`; ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 81 BEING N 79'48'22" W PER PLAT. FIELD DATE: ) REVISED: SCALE: 1" = 30 FEET APPROVED BY: EEC LEGEND BUILDING SETBACK LINE POB POINT ON BOUNDARY CENIERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE X PROPOSED ELEVATION OR PD OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW L DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE I.5 LAND SURVEYOR PI ERG DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL END FOUND RP RADIUS POINT C/W CONCRETE WALK GS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD S0. FT. SOUARE FEET NG NATURAL GRADE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM32994 DRAWN BY: PLAN 1-4-02 JML FIT 5-2-01 JML FORTHEFIRM EMORVE. COLE, PSM #4403 DATE A.B. OESICIN CROUP, INC::. 1441 C.R. #427 NORTH L-PNC3W000, FL -A. 32750 PH., (407) 774-45078 FAX- (407) 774-4078 q-Y t 4, SQ.FT. CALCS LIVING (15T.) LIVING (2NC).) TOT. LIVING ENTR'' GARAGE 1372 912 2284 32 415 SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. PATIO cl (, SQ. FT. TOTAL 2785 SQ. FT. 3/1 /`2 Limited Power Of Attorney I hearbv name and appoint: Cra Coulton and `iC.2. `- I Orl yJ e each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply The Buildinq Dept. of: C j -U 0 sa y, For a residential permit for work to be performed at: Lot # : Subdivision : V)akus Cross-11 Address: 2-26 -t ft-i Sc cJ And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing ins ume t was acknowledged before me this: Date: Z z-v D'L By: Richard B. Ladd ( Contractor ) Who is personally known to me. LOOTARY PATRICIA L. COULTON State of F orida My Comm UP• 7126/2002 County ofrange No. CC 762427 eisonaly knovm i-1 Other L0. a Public Sig ture Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a Foundation plan indicating footer sizes for all bearing walls. Provide side view 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) O C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. ns to be used In the structure. Bearing d. Cross sections of all wall sectio non-bearing Inter and exterior. Show all components of wall section. e, Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. Cl g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. b. Square footage table showing footages: g s S.F. Garages/Carports S.F. Porch(s)/Entry(s) 5 S.F. Patio(s) 30-TZE'S.F. FConditionedstructure. Total (Gross Area) 3. Three (3) sets of. completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,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 5. 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 DA TE SIGNATURE By Owne or Authorized Agent) TEE STATUMOMF WUNG 0 CXTY OF SAN10"n sd VATIFV3 NVA&V IOZ-75274 VATL: 30 AJILUING &VATT UNET ADDATES: TRAF70 nEc: 3NG: ............... . OIL ......... FLhT LOOK: PLAT 3UN PAVA 510CA: .... Lai: AUDRESZ: HPLICANT 4AMA: ...... ADDRESS, ......... -77 ''' ------------- LAND UST CAVOURV; 001 - SlIaLk 4AN11V WACO?& HOUS! TYPE uss: n7smmuAL WORK VMPIPTION: S;UGLf VAMILY H-WS11 WACHVa - CONSTAU;T104 7 IATV SC92OULS o9st. UNIT OF UNITS- AnTERIALS co-wl& OAL jN0 i 705500 1 0 LEADS kWacTum NORTH J umv a ...fit." c 1 b LIBRARY u JWL UN17 54*00 1 1 SCHOOLS clXXX J DUL UNIT 51.)awo A%UAT nUL STATEAS RRINT NAW NITZ Tn. &VIVIN6 SIGNATORY/APPLICANT! FAILURE TO WqTZYV qWMER ANO EASURE T&SLY&AVY09Y MAY MULT !A Ynhl LlAulLlfV BUR THF P&M 14*1 1-COUNT 'y 3-c TV"( wNMTE** PIRSON3 A"! Asue' VISFU THAT TMIS 11 A STATEMENT W; N&CH ARE 100 ANO PAVAPLT V%An TO 7GAVANCO OF 'A nUILVING 9100ITo PIRSOUS Ah AL60 AnVISan TMAT BY VIOUTS OF TM,,. A4 PLICANT1 O&CANTAt TO APPEAL THE. CALCULATIOAT UF THE IVADj Llf%A0V.SVSTFm Wlwf'! NjCf, ! APACT TE71 =17 V EXERVIGO Ly VILIhn ;.L,J T10,I.;',L CSC"003 A - !,,- AWEITTONREQUEST11THIN45- EVONVO 4AVA orT44 nZEIVINS. 5IGNATUR&DAT7 A30V19 W NDY LATW TOAN CIRMICA75 X XCUPANCY V OCCUP&Ws THE REQUEST FOR RMEW OUST MICT TAE RUQUTREMENTS-OF ThP VUlTY LAND DFWfLQ?QtQT G00% SUP&W qS tME OULLS 10VV3'llWq aPPOALS MAY 10 PICNOU UP9 jZ Rn%nLTIV, Flil TAT PLAA XPLoPLITATIAN WiVz 1101 EAST FlaTTSTA.009 GaIjOAD, ILOPE44 TLTYI; (407) 065-7474A PAYMENT SHOULD IL AADT 701 CKTV OF %10SU • ln%v% Do TL V771 PAVANIT 'Slr4J` J0"- 7-,E 1Y 1WE AR TONLY 13111p AND An'= Roplym: f1f STATI" M %vv% A10 C11V z&Ld&S POPPIT W&R AY aim HI TOP LOOT OF THL wITICle STAKMENT IS VAL11 %W= COIJUNCTION AZTH iSSUAN&S X.A6*6 FAMILY 161LOING PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 81 BAKERS CROSSING, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 81 CONTAINS 5497 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 662 SQ. FT. t TOTAL SOD 3048 SQUARE FEET t LOT 93 MUST .:F 16" ABO'k CROWN OF ADJACEN s ROAD UNLESS OTHEIFNVISE APPROVED LOT 92 II N7950.69' 48'22 „W i LOT 81 I DRAINAGE TYPE A i" II I I _ I I I I 2. A/C PATIO I LOT 91 1I au 5.0 40.00' 40.00' PROPOSED W LOT 80 tp W MODEL 2289 N FINISHED FLOOR rn N a o ELEVATION= 32.5 w s N04LOT 82 O 0 47.00' a p) O Q O O^ a U O c I p Z O Q V1 n Z 5.33' 5.0 15.00 N -/ N 19.67' S.0 II — DRIVE IUI iII II I 1 I 0 UTILITY ..:.:.: .:. ' .•+' ('-- EASEMENT. ;•,'`,; ry 5 1 I 3 S79.4 12-2PT olry Sp 6g' — N7g T 4 g'4g •_ I 22157• 9= FRIESAN WAY TRACT A PG 50• RIGHT OF WAY MINIMUM LOT WIDTH FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE`: ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 81 BEING N 79'48'22" W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: EEC LEGEND BUILDING SETBACK LINE POB POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE X PROPOSED ELEVATION OR PD OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW n DENOTES DELTA ANGLE CONCRETE u L C.B. DENOTES ARC LENGTH DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE lS LAND SURVEYOR PI PRC DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SO, FT. SOUARE FEET NG NATURAL GRADE 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM32994 PLOT PLAN 1-4-02 JML DRAWN BY: LOT FIT 5-2-01 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBW6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 FOR EMORY/jE. COLE, PSM #4403 DATE r MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 Phone (954) 680 6909 January 9, 2002 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 : I1609467 thru I1609498. Total : 32 drawings. Job DR2289A. Builder D.R. HORTON Location BAKERS CROSSING, LOT 81 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: Junaidie Budiman, PE 1) 32 Truss drawing. 2) Truss Index. January 9, 2002 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSUTPI 1-1995 Sec.2. r I TRUSS INDEX OF JOB DR2289A Trusses included=32 0,"\DR2289A\a.tre" 11609467 1,"\DR2289A\a1.tre" 11609468 2,"\DR2289A\a11.tre" 11609469 3,"\DR2289A\a1a.tre" 11609470 4,"\DR2289A\a2.tre" 11609471 5,"\DR2289A\a7.tre" 11609472 6,"\DR2289A\a9.tre" 11609473 7,"\DR2289A\agab.tre" 11609474 8,"\DR2289A\b.tre" 11609475 9,"\DR2289A\b1.tre" 11609476 10,"\DR2289A\bb.tre" 11609477 11,"\DR2289A\bbgab.tre 1 1609478 12,"\DR2289A\bgab1.tre 1 1609479 13,"\DR2289A\e.tre" 11609480 14,"\DR2289A\egab.tre" 1 1609481 15,"\DR2289A\f18.tre" 11609482 16,"\DR2289A\f19.tre" 11609483 17,"\DR2289A\f23.tre" 11609484 18,"\DR2289A\f23a.tre" 11609485 19,"\DR2289A\ff19.tre" 11609486 20,"\DR2289A\fg19.tre" 11609487 21,"\DR2289A\fg23.tre" 11609488 22,"\DR2289A\fg23a.tre 1 1609489 23,"\DR2289A\j.tre" 11609490 24,"\DR2289A\k.tre" 11609491 25,"\DR2289A\ka.tre" 11609492 26,"\DR2289A\1.tre" 11609493 27,"\DR2289A\1a.tre" 11609494 28,"\DR2289A\m.tre" 11609495 29,"\DR2289A\ma.tre" 11609496 30,"\DR2289A\mt.tre" 11609497 31,"\DR2289A\s.tre" 1 1609498 N0.451E1 4 A '._ STATE OF ;tom November 1, 2001 WARNING - VtrVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Deslgn 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 nildesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction It the responsibility oftheerector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® HandlingIndalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 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. J2 J3 J4 TOP CHORDS ca ca WEBS J5 0cr 0Nsy O1 U r— 1 a c8 c7 ce BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 GANG -NAIL ® ifY®R® A'(R Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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, y' erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ Truss type JUNAIDIE BUDIMAN PE #45161 y y RTON DR2289A A 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, Fi 33331-4627 3 1 11609467 s optional) s ug 22 21JUI Mi I ek Industries, Inc. I hu Nov age 1-0-0 6-1-4 11-8-0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale = 1:43.0 4x6 = 4 6.00 F12 2x4 \\ 2x4 3 5 6 2 yj1 I oo 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-11-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7.8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.7.5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-5.3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1081/0-4.0, 2=1172/0.4.0 Max Horz 2=151(load case 3) Max Uplift6=-440(load case 4), 2=-548(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3.4=-1476, 4-5=-1476, 5.6=-1702 BOT CHORD 2.8=1510, 7.8=1035, 6-7=1509 WEBS 3.8=-355, 4.8=534, 4-7=533, 5.7=-354 NOTES 1) 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 440 Ib uplift at joint 6 and 548 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard LLyyVi{3E No. 4 5161 i STATE OF o s hr.wA QNaL November 1,200 AwAR11mNG - vsr{fy design panx necers and Rr-w xorrs omTms mD REvmm sms BEFORE use. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be — Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectflcatlon, and HIB-91 M iTek® HandlingInstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 693 D'Onofrio 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 Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, a J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2, Cut members to bear tightly against each c2 other, o WEBS J5 Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; C tr joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a y u at joint locations, truss and vertical web, a 4, Unless otherwise noted, locate chords lacesP o at /4 panel length(' 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dim-ension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate , without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, TM11PAPSNEL erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM018,019 CLON6_ NAIL ® MYDRD,A/RO Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 Oty Ply HORTON DR2289A Al 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 1160946 optional) A U- FN-F, LONGOOOD, FL, Mi ek Industries, Inc. 4.201 R1 s Jun 28 2001 MiTek Industries, nc. hu Nov 01 16:19:00 200 1-0-q 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:41 5x611 4 6.0 12 2x4= 3 2x411 5 8 5x8= a 6 2 1 a O 3.0 12 3x4 % 5x6= 3x4= 9-10-0 19-4-0 23-3-0 2;44-0 9-10-0 9-6-0 3-11-0 0-1-0 Plate Offsets X Y 4:0-2-8 0-1-15 LOADINrgpsf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 104 lb LUMBER BRACING TOP CHORCP X 4 SYP No.2D TOP CHORDSheathed or 3-9-15 oc purlins. BOT CHORCe X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1 /3 pts 4-7 REACTION b/size) 6=7/0-3-0, 2=957/0-4-0, 7=1293/0-4-0 Max Hori2=149(load case 3) Max UpliB=-97(load case 5), 2=-453(load case 4), 7=-570(load case 4) Max Grab=111(load case 6), 2=957(load case 1), 7=1293(load case 1) FORCES(lb) - First Load Case Only TOP CHORDI-2=16, 2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORD-8=2060, 7-8=938, 6-7=-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 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 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 453 lb uplift at joint 2 and 570 lb uplift at joint 7. 5)This truss has been designed with ANSI/fPI 1-1995 criteria. p LOAD CASE(S$tandard..,i D 4 cc''•. r No. 4 5161 OTATE OF rtV QNAL WARNING - VeWy design parameters and READ NOTES ON TMS 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. 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 brbcing of the overall structure is the responsibptty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5a3 D'OnfrlooDrive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property. t'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Ye securely seat, J2 J3 J4 owner and all other interested parties„ F TOP CHORDS 2. Cut members to bear tightly against each 2 " other. WEBS J5 a:3, Place plates on each face of truss at each For 4 x 2 orientation, locate o ,; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of V O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) C8 C, BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40", unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, + PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM018,019 TANG -NAIL ® HYDRO-AIRO Job russ I runs I ype JUNAIDIE BUDIMAN PE #45161 y y HORTON DR2289A All ROOF TRUSS 16472 Segovia Cir. N- 1 1 11609469 ILI Pembroke Pines, Fi 33331-4627 optional) s ug 22 20 1 Mi7ekn us nesnc. u ov age i- 1-0-0 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 I I 1- 0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale = 1:41.9 4x6 = 4x6 = 4 5 6. 00 12 3x6 i 3x6 3 6 M 0N 7 2 0 p O13x4 = 11 10 9 8 3x4' _ 2x4 11 3x4 = 5x6 = 2x4 11 5- 9-4 11-0-0 12-4-1 17-6-13 23-4-0 5- 9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets LOADING ( psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) 0.07 10.11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 _ Matrix) lst LC LL Min I/deft = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7=1079/0-4.0, 2=1175/0-4-0 Max Horz 2=145(load case 3) Max Uplift7=-437(load case 4), 2=-551(load case 4) FORCES ( lb) , First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3.4=-1357, 4.5=-1139, 5.6=-1358, 6.7=-1950 BOT CHORD 2.11=1639, 10.11=1639, 9-10=1139, 8.9=1653, 7-8=1653 WEBS 3-11=133, 3.10=-579, 4-10=338, 5-9=341, 6.9=-595, 6.8=141 NOTES 1) 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposedto 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 437 lb uplift at joint 7 and 551 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE( S) Standard V i V No, 4 5161 4C R 1. November 1, 200 WARNING - ver41y design panzamters and READ NOTES oNTHIs AND REVERSE SIDE BEFORE USE. m® Design valid for use only with MITek connectots. This design is based only upon parameters shown, and b 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 literal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A A M HandlingInstalllnaandBracingRecommondationavailablefromTrussPlateInstitute, 583 D'Onof lo Drive, Madison, WI53719. ® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz ca WEBS J5 0cr 0 O y U a c8 c7 ce Or BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke O TM PANEL CLIP FORM018,019 GANG -NAIL NYOROAM@ 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. J Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 City Ply RTON 16472 Segovia Cir. N. 1160947Lptional) DR2289A A1A ROOF TRUSS Pembroke Pines, FI 33331-4627 6 1 ACCU-SPATq, LONGWOOD, FL, MiTek Industries, Inc. 4.1 R1 s Jun 28 2001 Mi ek Industries, Inc. Thu Nov 01 16:19:22 200 1-0-Q 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-1 0-4 Scale = 1:41 5x611 4 6.00 12 2x4= 3 2x411 5 8 5x8= mv 6 M 2 OA 3.0 12 0 3x6 % 5x6= 3x4= 9-10-0 19-4-0 23-4-0 9-10-0 9-6-0 4-0-0 Plate Offsets X Y 4:0-2-8 0-1-15 LOADIN({psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) -0.18 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 104 lb LUMBER BRACING TOP CHORE2 X 4 SYP No.2D TOP CHORDSheathed or 3-1-9 oc purlins. BOT CHORD2 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 5-7-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONVb/size) 6=1081/0-4-0, 2=1172/0-4-0 Max Hori2=149(load case 3) Max UpliB=-440(load case 4), 2=-548(load case 4) FORCES(lb) - First Load Case Only TOP CHORDI-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORC2-8=2861, 7-8=1585, 6-7=1701 WEBS 3-8=-532, 4-8=1533, 4-7=173, 5-7=-356 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3)Bearing at joint(s) 2 considers parallel to grain value using ANSIlTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 6 and 548 lb uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard t Pit q No. 4 5161 ,k 4T'ATE OF V R 1 V er.wrr r onra. AwARmNO - Verm design parameter and READ NOTES ON THIS AND RETIERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is 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 Sul regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Cuattly Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions -are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties., 4 TOP CHORDS 2. Cut members to bear tightly against each ca c other, WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate oz , a ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0 O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at /4 panel length(+ 6" from adjacent joint.) ce C, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. M1 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, 1" PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 mN6 ® HYDRO AW Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 Qty Ply HORTON DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1 1160947 Pembroke Pines. FI33331-4627 optional) ACTUTSPPAV, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 1,K1 s Jun 28 2001 Mi ek Industries, Inc. Thu -Nov 01 16:19:39 206 1-0-01 6-2-12 11-8-0 19-8-0 1-0-0 6-2-12 5-5-5 8-0-0 Scale = 1:35 5x611 4 6.00 12 2x4= 3 2x4 11 5 7 5x6= m NN 2 1 3.0 12 3x4= 3A4 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets X Y .:0-2-8 0-1-11 LOADINgpsf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) -0.12 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.54 6-7 >429 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.14 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 93 lb LUMBER BRACING TOP CHOR12 X 4 SYP No.2D TOP CHORDSheathed or 3-8-0 oc pudins, except end verticals. BOT CHORD X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6 REACTION4b/size) 2=1001/04-0, 6=910/0-4-0 Max Hor2=229(load case 3) Max Upli2=472(load case 4), 6=-376(load case 4) FORCES(lb) - First Load Case Only TOP CHORDI-2=16, 2-3=-2439, 3-4=-1797, 4-5=0, 5-6=-291 BOT CHORC2-7=2224, 6-7=1070 WEBS 3-7=-558, 4-7=1224, 4-6=-1299 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing ' surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 2 and 376 lb uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard 1p,E 8U No, 4.5161 STATE OF AWARMNO - VerVy design parasneters and READ NOTES ONTIM 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. 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 brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l , Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 8 securely seat, J2 J3 J4 owner and all other interested parties., TOP CHORDS 73 2, Cut members to bear tightly against eacha other. WEBS 3. Place plates on each face of truss at each oFor4x2orientation, locate Nccjoint2: '' and embed fully. Avoid knots and wane plates/e" from outside edge of o a at joint locations, truss and vertical web. a 4, Unless otherwise noted, locate chord splicesp o at 14 panel length(+ 6" from adjacent joint,) CA C, BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of e required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARING others unless shown, n,A 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, is PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM018,019 oallo-NAJL (R) MY0R0IA/R®. Job russ Truss lype JUNAIDIE BUDIMAN PE #45161 y y HORTON 16472 Segovia Cir. N. 11609472 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) s Aug 22 2001 MiTekn us rlesnc. u ov age 1- 1-0-0 3-9-4 7-0-0 11-8-0 16-4-1 19-6-13 23-4-0 1- 0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale = 1:41.5 5x8 = 2x4 11 5x8 = 4 5 6 6. 00 12 2x4 2x4 i 3 7 M 08 M 2 cn Io 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7- 0-0 11-8-0 16-4-1 - 23-4-0 7- 0-0 4-8-0 4-8-0 6-11-15 . Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) 0.22 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0.13 oc purlins. 4. 6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8=2193/0.4-0, 2=2284/0-4-0 Max Horz 2=109(load case 3) Max Up1ift8=-1184(load case 4), 2=-1292(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1.2=17, 2.3=-4228, 3-4=-4058, 4.5=-4347, 5.6=-4347, 6.7=-4056, 7-8=-4225 BOT CHORD 2.11=3728, 10-11=3677, 9.10=3676, 8.9=3724 WEBS 3-11=-95, 4.11=815, 4-10=837, 5.10=-810, 6.10=839, 6.9=814, 7.9=-92 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1184 lb uplift at joint 8 and 1292 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries hip end with 7.0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 602.7lb down and 724.81b up at 16.4.1, and 603. 21b down and 725.O1b up at 7.0.0 on bottom chord. Design for unspecified connection(s) is delegated to the buildini f designer.lQi LOAD CASE(S) Standard.%(.P 1='4i 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) " Vert: 1.4=-74.0, = 4.6=-160.3, 6.8=-74.0, 2.11=-20.0, 9.11=-43.3, 8-9=-20.0 i0, q,y.1 61 ConcentratedLoads (lb) Vert: 11=-603.2 9=-602.7 "Cl a lSTATEF ; J o R Eva•' r. wrr Q uaL November 1,200 WARmNO - VerM design parameters and READ NOTES ON TB7S 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. 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 brIscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erectlon and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'onofrlo Drive, Madison, W153719. - Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cs c WEBS J5 o _ o O a ' vO a O ce c? cb BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 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 O TM PANE L CLIP FORM018,019 GANG -NAIL MYORO,A/RO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or 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 russ Truss I ype JUNAIDIE BUDIMAN PE #45161 y y 11609473 DR 289A A9 ROOF TRUSS 16472 Segovia Cir. N. 1 1 ill Pembroke Pines, F133331-4627 optional) 4.201 SR1 s Aug 22 21001 MiTekn us rles, Inc. Thu Nov 01 12:50:45 2001 Paper- 1-0-0 4-9-4 9-0-0 14-4-1 18-6-13 23-4-01 1-0-0 4-9-4 4-2-12 5-4-1 4-2-12 4-9-3 Scale = 1:41.7 4x6 = 4x8 = 4 5 6.00 12 2x4 2x4 iVZ3 6 M0 0 2 1 Io 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9-0-0 14-4-1 23-4-0 9-0-0 5-4.1 8-11-15 Plate Offsets LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL). -0.19 7.8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7. n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4.8-12 oc purlins. BOT CHORD 2 X 4 SYP No:2D BOT CHORD Rigid ceiling directly applied or 7.9-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1081/0-4-0, 2=1172/0-4-0 Max Horz 2=127(load case 3} Max Uplift7=-440(load case 4), 2=-548(load case 4) FORCES (lb) . First Load Case Only TOP CHORD 1.2=17, 2.3=-1773, 3.4=-1439, 4.5=-1295, 5-6=-1439, 6.7=-1772 BOT CHORD 2-9=1568, 8.9=1295, 7.8=1567 WEBS 3.9=-317, 4-9=286, 5-9=0, 5.8=285, 6-8=-316 NOTES 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 7 and 548 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard p i 1B3 y No. 451€1 STATE OF AL November 1,200 WARNING - Verify design parameters and READ NOTES oNTffis 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. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'i4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and sec utely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz ca o WEBS J5 cr 0 0 y ; ; Cr U O O u U a ce c C6 1 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 md! 0 MiTek® PANEL TM CLIP NGAG -NAIL HYDRO Ii/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 I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss I ype JUNAIDIE BUDIMAN PE #45161 y y 11609474 DR2289A AGAR ROOF TRUSS 16472 Segovia Cir. N. 1 1 r Pembroke Pines, FI33331-4627 optional) L s ug 22 2IJ01 Milekn us ries, Inc. Thu Nov age 1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 20-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 1-0-0 Scale = 1:37.3 4x6 = 4 6.00 12 3 5 2 6 1 7 Io 3x4 = 8 3x4 = 5x8 = 9-10-0 19-8-0 9-10-0 9-10-0 .. Plate Offsets , 0 24:0-0-0,0-0-0 , 25:0.0-0,0.0- , 26:0-&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 0.35 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC ILL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9.&2 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4.0, 6=1000/0-4-0 Max Horz 2=95(load case 3) Max Uplift2=-478(load case 4), 6=-478(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2.3=-1360, 3-4=-991, 4.5=-991, 5.6=-1360, 6-7=17 BOT CHORD 2-8=1204, 6.8=1204 WEBS 3-8=-360, 4-8=531, 5.8=-360 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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) 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 478 lb uplift at joint 2 and 478 IL uplift at joint 6. lt i 1137).This truss has been designed with ANSI/TPI 1.1995 criteria. 4! LOAD CASE(S) Standard'` PSlF1 q' N0,45161 r` p : STATE aF A'idRlO4.*' November 1,200 WARNING - VerM design 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 an Individual building component to be _cm Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - ON designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and sec urely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a Q WEBS 4J5 Q 0 0 acr U OOINa c8 ci cc 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X Q, perpendicular to slots. Second dirrrension 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® TM PANEL CLIP FORM018,019 GANG -NAIL ® NYDQQ.AlQ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ runs ype JUNAIDIE BUDIMAN PE #45161 Y Y RTON DR'2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 11609475 r Pembroke Pines, FI 33331-4627 optional) s Aug 22 2UUI MiTekn us nes, Inc. I hu Nov age 1-0-9 6-10-8 13-5-8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5x8 % 3x4— Scale:3/16"=1' 6 W/WEDGE 6.00 12 2x4 II 9 5 5x6 i v0 4 7 2x4 II o 3 8 3x8 % t 2 9 3.00 12 0 3x4 i 5x6 4x6 II 3x4 6-10-8 13-5-8 20-4-0 6-10-8 6-7-0 6-10-8 Plate sets e , - LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) -0.09 9 >999 M1120 249 190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 8-9 >999 BCLL 0.0 Rep Stresslncr YES WB 0.92 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 112 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.5.13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.8.8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-8 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (lb/size) 6=945/0-3-8, 2=1030/0-8-0 Max Horz 2=626(load case 3) Max Uplift6=-543(load case 3), 2=-326(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2.3=-2334, 3-4=-2334, 4.5=-1268, 5.6=-1268, 6-7=67 BOT CHORD 2.9=2095, 8.9=2092, 7.8=0 WEBS 4.9=135, 4.8=-898, 5-8=-490, 6.8=1648 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 lb uplift at joint 6 and 326 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard l f B11 No. 4 5161 0 ; SPATE 4F ; r toREoa hr.w QNaL November 1,200 WARMNG - Vsr{ jy design parameters and REM NOTES ON TB7S 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. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss = designet. 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 brlicing of the overall structure Is the responsibility of the building designer. for general guidance regaiding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. oIT® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions ore'in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS C2 ca CC WEBS J5 O O a sti UO a ce c c6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 a! 0 MiTek® HYORO,AFR TM PANEL CLIP cam Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ I russ If ype JUNAIDIE BUDIMAN PE #45161 y y 16472 Segovia Cir. N. 11609476 DR2289A B1 ROOF TRUSS Pembroke Pines, F133331-4627 16 1 optional) s Aug 22 2QU1 Mi I ek Industries, Inc. Thu Nov age 1-0-0 5-7-13 - 11-0-3 16-8-0_ i 1-0-0 5-7-13 5-4-5 5-7-13 5x8 i 3x4= Scale = 1:50.6 6 W/WEDGE 6.00 F12 2x4 11 5 v 5x6 9 co 4 7 2x4 9 3 q 8 v 3x8 1 2 3.00 12 3x4 - 5x6: 4x6 11 5-7-13 + 11-0-3 16-8-0 i 5-7-13 5-4-5 5-7-13 Plate Offsets e , LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30:0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.06 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 92 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.5.13 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-11-12 REACTIONS (lb/size) 6-773/0-3-8, 2=857/0.8-0 Max Horz 2=519(load case 3) Max Uplift6=-446(load case 3), 2=-283(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2.3=-1841, 3.4=-1841, 4.5=-1014, 5-6=-1014, 6-7=55 BOT CHORD 2-9=1644, 8-9=1641, 7.8=0 WEBS 4.9=110, 4-8=-687, 5-8=-399, 6-8=1327 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 6 and 283 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard P [3% k PI k NO, 4 5161 , 4 cc STATE OF may% 0 R to'+''' v•T/ 1L November 1,200 11 WARNING • veWy design panameters and READ NOTES ONTHIS 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. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. MUNI Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c2 Z J5 Cr 0 0 Uu iOCL 0 V acb0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dim-ension 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 atInA which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 GANG-NAJL ® Hy®ROA'fR® 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 stocks 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 rus I russ I ype JUNAIDIE BUDIMAN PE #45161 y y ON 11609477 DR2289A BB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI33331-4627 1 1 optional) 4.201 SRI s ug 22 ZUUI MiTekIndustries, Inc. Thu Nov age 1-ao 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:28.3 4x6 = 4 6.00 F12 3 5 7 6 5x6 = 2 I 3x4 i 3x4 IC01 3x4 i 3x4 3.00 12 4x6 11 3x6 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.09 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL} -0.10 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 6 n/a BCDL 10.0 Code_ SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 63 lb LUMBER ' BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.0.3 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 SLIDER Left 2 X 4 SYP No.3 4.0-2, Right 2 X 4 SYP No.3 3.7.2 REACTIONS (lb/size) 6=679/0.3.0, 2=763/0.8-0 Max Horz 2=93(load case 3) Max Uplift6=-276(load case 4); 2=-376(load case 4) FORCES (lb) . First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4.5=-1267, 5.6=-1267 BOT CHORD 2-7=1125, 6.7=1125 WEBS 4-7=690 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 6 and 376 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 1piEE B k Fri N0, 45161 e STATE OF set o R to?'' QN L November 1,200 WARNING - VerW design param it sru and READ NOTES ON Tms 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. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss __ -_ designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 / ® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Mi Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 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-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS cz ca Q WEBS JS 0 0 S h ; 3 a: U O O a cs c7 C6 r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 400" 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 PAPINEL TM CLIP FORM018,019 GANG -NAIL Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional . engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y TON 11609478 DK2289A BBGAB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 0 optional) s ug 22 2 UOI MilekIndustries, Inc. Thu Nov age 1-0-0 7-6-0 14-7-0 1 1-0-0 7-6-0 7-1-0 Scale = 1:28.3 4x6 = 4 2x4 II 2x4 ll 6.00 F12 3 5 7 6 2x4 5x6 = 2x4 11 2 3x4 i 3x4 W01 30 i 3x4 3.00 12 4x6 11 3x6 li 7-6-0 14-7-0 760 710 Plate Offsets LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.09 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.10 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-5.2 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 SLIDER Left 2 X 4 SYP No.3 4.0-2, Right 2 X 4 SYP No.3 3-7.2 REACTIONS (lb/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2=93(load case 3) Max Uplift6=-276(load case 4), 2=-376(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4.5=-1267, 5.6=-1267 BOT CHORD 2-7=1125, 6-7=1125 WEBS 4-7=690 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load., 25 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/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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail' 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 6 and 376 lb Qi 183 uplift at joint 2. U 7) This truss has been designed with ANSI/TPI 1-1995 criteria.' •.Ql%, LOAD CASE(S) Standard NO, 451E1 ' STATE OF t!'• i 0 R EQ, V QNAL November 1,200 WARNING - VerVy design paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. r_rs 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. Applloablllty 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 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 CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrlo. Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 /4 to*. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a c WEBS J5 Q 0 0 Q O O 0. O Shy V U a ce c7 cb O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 GANG -NAIL ® 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 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rus5 Truss I ype JUNAIDIE BUDIMAN PE #45161 y y RTON 11609479 DR2289A BGABl MONO TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627 optional) s ug 22 2UUI MiTekn us ries, Inc. Thu Nov age F1-0-0, 16-8-0 1-0-0 16-8-0 2x4 Scale = 1:53.2 it 2x4 11 10 2x4 I I 9 ISM 12 2x4 I 8 2x4 7 2x4 I 1 6 2x4 11 5 5x6 4 3 1 2 3x4 = 19 18 17 16 15 14 13 12 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 5x6 = 2x4 11 16-8-0-8-0 16-8-0 Plate Offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc). I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stresslncr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 - Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0.0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10.12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=204/16-8-0, 13=185/16.8.0, 12=89/16-8-0, 14=190/16.8.0, 15=188/16-8.0, 16=187/16.8.0, 17=190/16.8.0, 18=178/16-8-0, 19=228/16.8-0 Max Horz 2=535(load case 4) Max Uplift 13=-98(load case 3), 12=-74(load case 4), 14=-108(load case 3), 15=-105(load case 4), 16=-106(load case 3), 17=-105(load case 4), 18=-107(load case 4), 19=-146(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1.2=23, 2.3=38, 3-4=-38, 4.5=33, 5.6=32, 6.7=32, 7.8=32, 8-9=32, 9-10=24, 10-11=-9, 10.12=-75 BOT CHORD 2.19=8, 18-19=1, 17.18=1, 16.17=1, 15-16=1, 14.15=1, 13-14=1, 12.13=1 WEBS 9.13=-146, 8-14=-150, 7.15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3.19=-174 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2.0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 Ib uplift at joint 13, 74 Ib uplift at joint 12, 108 Ib uplift at joint 14, 105 lb uplift at joint 15, 106 Ib uplift at joint 16, 105 Ib uplift at joint 17, 107 Ib 13upliftatjoint18and146Ibupliftatjoint19. lQi% 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard No, 4 5161 4C STATE F ORIa•a'', NaL November 1,200 AWARMNO - VerW design 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 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 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 bRscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Fr' - Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. Q"': For 4 x 2 orientation, locate plates 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. Numbering System J2 J3 J4 TOP CHORDS C2 ca WEBS J5 c 0 0 O a OFt- V a ce cr ca 1 FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING n,A Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 LNG- 0 HYORD"41p ®. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties_ 2• Cut members to bear tightly against each other. 3• Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5• Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6• Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to 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, x erection and installation of trusses, 1993 Mitek Holdings, Inc. Job rus I russ Iype JUNAIDIE BUDIMAN PE #45161 y y 11609480 DP<2289A E ROOFTRUSS 16472 Segovia Cir. N. 2 1 r Pembroke Pines, FI 33331-4627 optional) FIL s ug 22 2UU1 Milekn us ries, Inc. Thu Nov age 1-0-0 4-8-0 9-4-0 10-4-0 r 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19.3 4x6 = 3 6.00 12 ci 2 5 Io 1 3x6 = 3x6 = 2x4 II 1-4-0 4-8-0 8-0-0 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.05 4 >337 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 >298 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL). 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 36 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 REACTIONS (lb/size) 8=517/0-1-8, 6=517/0-1-8 Max Horz 8=-50(load case 2) Max Uplift 8=-514(load case 4), 6=-514(load case 4) FORCES (lb) - First Load Case Onlyy TOP CHORD 1.2=33, 2.3=-171, 3.4=-171, 4-5=33 BOT CHORD 2.8=69, 7.8=69, 6.7=69, 4.6=69 WEBS 3.7=-206 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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 514 lb uplift at joint 8 and 514 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard ep,E 13 No. 4 5161 STATE OF s 0R1`0 a uaL November 1,200 WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. moso Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss so[ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSB-87 Bracing Specification, and HIS-91 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrlo Drive, Madison, WI $3719. I 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. A„ Ye For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING n,A Indicates location of joints at which bearings (supports) occur, FORM016,019 Numbering System J2 J3 J4 TOP CHORDS c2 c_3 WEBS J5 Q O o U O UO a Orcac cb BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP GANG-1VAJL O HyORO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, , erection and installation of trusses, 1993 Mitek Holdings, Inc. Job I russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y RTON 11609481 DR2289A EGAB 16472 Segovia Cit. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) s ug 22 2UO1 MiTekn us nes, Inc. Thu Nov age 1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19.3 4x6 = 3 6.00 12 2x4 II 2x4 4 2 5 Io 1 2x4 11 6 2x4 11 2x4 = 2x4 11 2x4 = 4-8-0 9-4-0 4-6-0 4-8-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.01 2.6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.01 2.6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=511/0-8.0, 4=511/0-8-0 Max Horz 2=-50(load case 2) Max Uplift 2=-513(load case 4), 4=-513(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2.3=-424, 3-4=-424, 4.5=17 BOT CHORD 2-6=372, 4.6=372 WEBS 3.6=87 NOTES 1) 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2.0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 2 and 513 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. l01LOADCASE(S) Standard r No. 4 5161 41: r.ws s November 1,200 WARNING - vervy design parameters and READ NOTES oN THms 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. 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 bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quailty control, storage, deltveiy, erection and bracing. consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 / Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, W153719. M I® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4114- 11. *Center plate on joint unless Damage or Personal InjuryBE,dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, Ye J2 J3 J4 owner and all other interested parties., 8„ TOP CHORDS 2. Cut members to bear tightly against each a ca other, o a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o Q o_ joint and embed fully, Avoid knots and wane at joint locations. plates from outside edge of a ti u dtrussand vertical web. a o 4. Unless otherwise noted, locate chord splicesp at I14 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 4 X 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dinTension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 LfGANG -NAIL ®. HYORO IR r , Job russ I russ Type JUNAIDIE BUDIMAN PE #45161 y y HOR-i UN 11609490 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331-4627 optional) sAug222U I MiTekIndustries, Inc. Ihu Novol 12:bU:b42Q01 Page 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:21.1 6.00 F12 2 1 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl . PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL). 0.20 1.2 >74 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=253(load case 4) Max Uplift3=-207(load case 2), 2=-196(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2.3=88 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 1-00 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 3 and 196 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard p iE 13 rGJ P4""fNo. 4 5161 V w I T-' QST1'1i oRboa'' QNr4L November 1,200 WARNING - vervy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTe k® 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. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS cs ca WEBS J5 o _ o CIE U a ' ; O a. p zti U r- a c8 C7 c6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING r1A Indicates location of joints at W which bearings (supports) occur. aR MiTek® TM PANE L CLIP FORM018,019 M'NG NAJL ®, HYORO.Afp Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. I i 1 Job russ Truss I ype JUNAIDIE BUDIMAN PE #45161 y y 11609491 DF2289A K ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 3 1 optional) s ug 22 2U01 Mi7ekn us ries, Inc. Thu Nov age 1-ao sao 1-0-0 5.0-0 3 Scale = 1:16.3 6.00 12 2 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.06 1.2 >264 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=327/0.4.0, 4=48/Mechanical Max Horz 2=194(load case 4) Max Uplift 3=- 140(load case 2), 2=-177(load case 4), FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2.3=60 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 it 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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 3 and 177 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1p,E No. 4 5161 , STATE aF R ' r.wo November 1,200 AwRmNO - VerM design parameters and READ NOTES ON Tms 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. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the iesponsibARy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommondalion available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, At 53719. Symbols Numbering System General Safety (Votes 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 the plates to both sides of truss and building designer, erection supervisor, property Ye securelyseaf, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against eachca other, cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 ¢ 1: '' ; joint and embed fully. Avoid knots and wane plates from outside edge of o_ a y u at joint locations. dtrussand vertical web. a o 4. Unless otherwise noted, locate chords splicesp' 1/ 4at panel length(+ 6" from adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, TM lCiPANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. _ LIP FORM018,019 caANG_ rua_ ®- HYDRO - AIR r i i / Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 Y Y DP,2289A KA ROOF TRUSS 16472 Segovia Cir. N. 1 1 11609492 Pembroke Pines, FI 33331-4627 optional) s ug i eIndustries,Inc. uNov age sao sao 2 Scale: 3/4"=1' 6.00 12 t 3 2x4 = 5-0-0 r 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1.3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195, Matrix) 1st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 1=224/0-4.0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1=146(load case 2) Max Upliftl=-53(load case 2), 2=-154(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.2=66 BOT CHORD 1-3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 154 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard XVIE B No, 4 5161 STATE OF = r4 November 1,200 WARMNG - VerVy design parameters and READ NOTES oN Tms AND REVERSE SmE BEFORE USE. ® Design valid for use only with Mtfek connectors. This design Is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicablltty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. BracingBracing 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 bating of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consuit GST-88 Quality Standard, DSB-89 Bracing SpeclRcatlon, and HIS-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'onohla Drive, Madison, WI53719. 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, fie„ Ys J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each ca ca other, o WEBS J5 Er3, Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o s _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(' 6" from adjacent joint.) BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of e required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 niaro6-wuL ® #fYORD AIR0 r o russ -- Truss ype JUNAIDIE BUDIMAN PE #745161 y y HORTO 11609493 DR2289A L OOF TRUSS 16472 Segovia Cir. N. 3 1PembrokePines, FI 33331-4627 optional) LUNGW OD, FL S H I s Aug 22 2001 MiTekn us ries, Inc. Thu Nov age 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:10.6 6.00 F12 2 1 4 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=136(load case 4) Max Uplift3=-68(load case 2), 2=-165(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 3 and 165 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1p iVE 13 r No. 4 5161 a ri STATE OF November 1,200 A WARMNO - verVy design 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 an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W153719. rF Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca ca o WEBS J5 cc o _ o h ; Q a+ U O syO U a O ce c cr, BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 GNAG-NAJL MYvao,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 /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 1 Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 Y ly HU DR2289A LA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 11609494 o tional s ug I e n us nes, Inc. I hu Nov age 3-0-0 3-0-0 2 Scale = 1:10.7 6.00 12 1 3 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1.3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 101b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 1=130/0.4.0, 2=103/Mechanical, 3=28/Mechanical Max Horz 1=88(load case 2) Max Uplift 1=-29(load case 2), 2=-91(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.2=39 BOT CHORD 1.3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 91 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard R iIFE D% No. 4.5161 r` 6TAT1 F OF OR on a. G,- November 1,200 WARMNO - VerVy design pamrneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. 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 responsiblilty of the erector. Additional permanent IoNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrlootion, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. F.- Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 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-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS ovIJ5O c8 c7 a BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® TM PAN EL CLIP FORM018,019 GANG -NAIL (R) HYORO,A/R® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. i ) Job russ I russ lype JUNAIDIE BUDIMAN PE #45161 y y HORTON 16472 Segovia Cir. N. 11609495 DR2289A M ROOFTRIJSS Pembroke Pines, FI 33331-4627 3 1 optional) s ug 22 20W MITek Industries, Inc. Thu Nov age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:6.1 6.00 Fl2 2 4 1 2x4 = r 1-0.0 i 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/deft = 360 Weight: 5 lb - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1.0-0 oc 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=-11/Mechanical, 2=173/0-4.0, 4=10/Mechanical Max Horz 2=79(load case 4) Max Uplift3=-11(load case 1), 2=-174(load case 4) Max Gray 3=47(load case 3), 2=173(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1.2=33, 2.3=-40 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard No. 4y5161 Ow• i31 T1i Of ; '! oREoA.''„l November 1,2001. WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. oo 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 boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTeBc® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. rf Symbols PLATE LOCATION AND ORIENTATION 13/' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c_3 cc J5 o cr v uNJ 3 ' ; o d p U a CB c7 Cb o BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 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 9! 0 MiTeko PANEL TM CLIP HYDRO -MR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. r r Job russ Truss I ype JUNAIDIE BUDIMAN PE #45161 y y HORTON 11609496 DR2289A MA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) s Aug22 2UU1 Mi7ekIndustries, Inc. Thu Nov Pagel- 1-0-0 1-0-0 6.00 12 2 Scale = 1:6.1 1 0 3 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=31(load case 2) Max Upliftl=:10(load case 2), 2=-32(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.2=14 BOT CHORD 1-3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 32 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard IFI;f N0,45161 1y- a p: 4TFATE 4F ; YV qrR I'Di QNaL November 1,200 A WARMNG - VerM design parameters and READ NOTES ONTMS 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. 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 br icing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclflcatlon, and HIS-91 M iTek® Handling Installlno and Bracing Recommendation available from Truss Plate Institute. 683 D'Onofrlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION i 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 17-1 For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c_3 WEBS 4J5 occo U O O U a c8 cr cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 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. Im i MiTek® PANEL TM CLIP FORM018,019 GANG -NAIL ® HyDR0,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ti ._, . Job russ I russ I ype JUNAIDIE BUDIMAN PE #t45161 y y DR2289A MT MONO TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI33331-4627 10 1 11609497 optional) s ug 22 2001 MiTekIndustries, Inc. Thu Nov age 1-0-0 2-6-0 20 11' 1-0-0 2-6-0 3 Scale = 1:9.5 6.00 F12 2 IX 2x4 = 1 4 2x4 11 1 2-6-0 2-6-0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.6.0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=191/0.1-8,4=108/0.1-8 Max Horz 2=119(load case 3) Max Uplift2=-124(load case 3), 4=-63(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2.3=0, 3-4=-85 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 2, and 63 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard jVEr7%U No. 4 5161 ,k iOATEOF • ri';••: t0REoa' S Q raL November 1,200 AWARMNO - VerW design parameter and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brltscing of the overall structure Is the responsibility of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. 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 the plates to both sides of truss and building designer, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties., F TOP CHORDS 73 2, Cut members to bear tightly against each ca other, o J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , a; ¢ VC joint and embed fully. Avoid knots and wane plates/e" from outside edge of U O a y U at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords lacesp o at /4 panel length(+ 6" from adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. k CLIP FORM018,019 N- ® MY®RO-A/RO Job I russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11609498 DR2289A S 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 2 1 optional) s ug 22 20 1 MiTekn us ries, Inc. Thu Nov age 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 Scale = 1:21.0 9 4.24 12 6x6 3 8 2 10 11 7 12 6 5 2x4 = 2x4 11 3x4 = 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.92 Vert(LL) 0.08 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/defl = 360 Weight: 42 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 5-8.1 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=196/0.1.8, 2=655/0-5.11, 5=426/Mechanical Max Horz 2=264(load case 2) Max Uplift4=-276(load case 3), 2=-634(load case 2), 5=-448(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=35, 2-8=-1054, 3-8=-932, 3.9=-110, 4.9=54 BOT CHORD 2-10=935, 10-11=935, 7-11=935, 7-12=935, 6.12=935, 5.6=0 WEBS 3-7=201, 3-6=-1019 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 4, 634 lb uplift at joint 2 and 448 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 16.5Ib down and 249.9Ib up at 4-3-11, and 181.51b down and 543.81b up at 7-1-10 on top chord, and 20.91b up at 1-5-12, and 15.41b down at 4-3.11, and 55.41b down at 7.1.10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard i IFE t 1 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 L7/U Q Uniform Loads (plf) '* .......... Vert: 1.4=-74.0, 2-5=-20.0 Concentrated Loads (lb) Vert: 8=-16.5 9=-181.5 10=20.9 11=-15.4 12=-55.4 No. 4 5161 41: V QNati November 1,200 ALVAMNG - VerM design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper 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 erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 'A" For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz ca WEBS J5 Q 0cc 0 U O d _ O U a ce c? c,6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® JilPANEL TM CLIP FORM018,019 QANa-NAIL OfYORO,A/RO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, 2erectionandinstallationoftrusses. 1993 Mitek Holdings, Inc. 4 r- FO'RM 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: Z2 '2 $ ES(, 4J Permitting Office: City, State:OAN y%` 329--3 Permit Number: Owner: ., ) Jurisdiction Number: Climate Zone: Central l . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr - 3. Number of units, if multi -family 1 - SEER: 10.20 - 4. Number of Bedrooms 5 - b. N/A 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 2284 ft' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 42.0 kBtu/hr - c. Tint/other SC/SHGC - single pane 0.0 ft' - HSPF: 7.50 - 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, 161.0(p) ft - c. N/A b. Raised Wood, Adjacent R=11.0, 320.Oft' - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, hit Insul, Exterior R=3.0, 835.0 ft' - EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 876.0 ft' - b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft' - d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft' - 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33160.00 PASSTotalbasepoints: 36844.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: tL DATE: G+ I hereby certify that this building, as designed, is in compliance with the Florida En er Code. OWNER/AGENT: c DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICI -1 DATE: .a4 EnergyGauge® (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 42.08 17298.9 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 330.0 0.7 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM = Points Under Attic 1809.0 0.60 1085.4 Under Attic 19.0 1809.0 1.10 1989.9 Base Total: 1809.0 1085.4 As -Built Total: 1809.0 1989.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p) 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 As -Built Total: 4559.9 INFILTRATION Area X BSPM Points Area X SPM = Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 48457.6 Summer As -Built Points: 46931.7 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 48457.6 0.3577 17333.3 46931.7 46931.7 1.000 1.00 0.975 0.975 0.334 0.334 1.000 1.000 15292.0 15292.0 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/F1aRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - ,Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 2284.0 4.79 1969.1 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 330.0 1.8 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1809.0 0.60 1085.4 Under Attic 19.0 1809.0 1.00 1809.0 Base Total: 1809.0 1085.4 As -Built Total: 1809.0 1809.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p) 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 As -Built Total: 978.5 INFILTRATION Area X BWPM Points Area X WPM Points 2284.0 0.28 639.5 2284.0 0.28 639.5 EnergyGauge® 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 Winter Base Points: 6235.1 Winter As -Built Points: 10460.3 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Heating Points 6235.1 1.0730 6690.2 10460.3 10460.3 1.000 1.00 0.998 0.998 0.455 0.455 1.000 1.000 4750.1 4750.1 EnergyGaugeTm DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 17333.3 6690.2 12820.0 36843.5 15292.0 4750.1 13118.1 33160.2 PASS 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 #: AA-91 INPII TPATInN REDUCTION COMPLIANCE CHECKLIST SECTION REQUIREMENTS FOR EACH PRACTICE CHECK_ COMPONENTS Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1,2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1'.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. aA_11) nTu1=0 DD9=Q(`DIDT1\/1= M1='AQI IRFQ /mncf ha mat nr pYCPprlprl by all rPsirlanr_es_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 61,2.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family I SEER: 10.20 4. Number of Bedrooms 5 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2284 ft' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SC/SHGC - single pane 0.0 ft' HSPF: 7.50 _ 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, 161.0(p) ft c. N/A b. Raised Wood, Adjacent R=11.0, 320.0ft' c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft' EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft' 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) S74 in this home before final inspection. Otherwise, a new EPL Display Card will be completed DIZHE Y ,, ,. of based on installed Code compliant features. p Builder Signature: Date: Address of New Home: 9S City/FL Zip: 5WC-Q, 2 3 ti f CDD W-B NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7Mdesignation), your home may qual ify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge© (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 s • s For: DR HORTON Notes: DR HORTON--MODEL 2289 esign n olrmation n rx Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Inside db 70 OF Outside db Inside db 93 OF 75 OF OFDesignTD32OFDesignTgD Relative 18 50 % Humidity Moisture difference 43 gr/lb Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Construction quality Fireplaces Area (ft') Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average Heating Cooling 2284 2284 1874 18742007219 125 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input 0 Btuh Heating output 0 Btuh Heating temp rise 0 OF Actual Beating fan 1400 cfm Heating air flow factor 0.039 cfm/Btuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/ swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10. 2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1400 cfm 0. 046 cfm/Btuh Boldlltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 81 % C wrgghtsoft Right-Sufte ResldentialT 5.0.33 RSR26017 2000-Sep-22 10:00:25 AI & E:\Fi1es\drhorton\2289\2289.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House I DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 18742 ft' x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 OF Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 18742 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x125 cfm x 18 OF Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 125 cfm = 3692 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoldQtallc values have been manually overrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WY'IC1hts(Dft Right -Suite ResidentialTM5.0.33RSR26017 2000-Sep-2210:00:25 ACCA E:\Files\ r onon\2289\2289.rSr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room Entire House MBTH WIC 169.Oft4.0 MBR 115.5ftftLengthofexposedwall274.5 ft 8.0 x202.0ftft f7t9.0 x 16.0 x423Roomdimensions Ceiings Condit. Option 8.2 ftheat/cool d 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS Area Lad (BtCI) Area Lad (Btuh) Hfad (BtCh) Area Load (BtCh) EXPOSURE N0. gHTMg Ht CIft) 9 9 9 9 Area ft) 9 9 ft') 9 9 5 Gross a 14 4.6 2.1 999 160 72 0 112 0 R, Exposed b 12 2.9 1.9 971 0 0 56 0 walls and c 13 3.2 1.2 330 0 0 partitions d 0.0 0.0 0 0 f0.0 0.0 0 0 0 RRR. 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 0 32 0 1183 0 glass doors b 8C 37.0 53 1959 0 0 0«««« 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 0 d e 0. 0 0.0 0 0 0 0 RRRR 0 0 0 0 0 0 f 0. 0 0' 0 0 0 0 0 RRRR 0 0 7 Windows and North 20.4 42 849 0 0 0 0""" 0 0 0 0 0 0 glass doors Cooling NE/ NW E/W 0.0 56.8 0`""' 210 0 11919 0""' 7 0 381 0 0 32 1741 SE/SW 0.0 0""" 0 0""*" 0 0 0 0 0 R. 0 0 South 30. 4 7 224 0'""" 0 0 0'""' 0""' 0 0 0 0 Horz 0. 0 0""'" 0 0 8 Other doors a 11 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 0 0 0 0 b 11 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 9 Net a 148 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1.703 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 0 66 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 e f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19C 1.1 0.0 320 364 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 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 floors) f 0.0 0.0 0 0 0 0 0 12 Infiltration a 26.0 8.3 297 7712 2479 7 182 58 0 0 0 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 3302 100 166 100 92 100 275 151 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People @ 300 7 2100 0 0 0 0 0 1 0" 300 0 Appl. @1200218000" 0 0» 17 Subtot RSH gain=7+8..+12+16 R RRR 27691 RRR R, 754 214 2473 Less cooling 0 0 0 external Lesstransfer 0 0 0 18 Duct gain 100 2769 100 75 100 21 100 247 19 Total RSH gain=(17+18)`PLF 1.00 30460 1.00 830 1.00 235 1.00 2720 20 Air required (cfm) 1400 1400 71 38 39 11 116 125' Printout certified by ACCA to meet all requirements of Manual J 7th.Ed. Awr>tghtsoft Right -Suite Residential TM 5.0.33 RSR26017 2000-Sep-22 10:00:26 AC& E:\ Files\drhorton\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House V DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room UTIL 1/2 BTH 5.0 ft FAM 31.0 ft KIT 9.0 ft 2 3 Length of exposed wall Room dimensions 9.0 ft 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit, Option 8.0 ftheaUcool 8.0 ft heat/cool 9.0 ft heat/cool 9.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (BtC') Area Load (BtCh) Load (BtCI) EXPOSURE NO. Htg Clg V) Htg Clg ft2) g g 9 9 ft') 9 g 5 Gross a 14 4.6 2.1 0 www} wxw} 0 0 ww 311 0 81 Exposed b 12 2.9 1.9 0 w,. 40 0 walls and c 13 3.2 1.2 72 0 0 partitions d 0.0 0.0 0 www www 0 0 0 e f 0. 0 0. 0 0. 0 0. 0 0 p w w.ww 0 0 w... 011 6 Windows and a 1C 37.0 0 0 0 0 0 0 0 53 0 1959 10 0 370 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 w 0 0 ww}} 0 0 0 0 d0. 0 e 0.0 0 0 0 0 0 0 0 0 0 0 0 w. w f 0.0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 0 0 0 10 0 204 0 glass doors Cooling NE/ NW E/ W 0. 0 56. 8 0 0 0 0 0'*'" 0 0 53 2883 0 0 SE/ SW 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 South Horz 30. 4 0. 0 0*"" 0*"" 0 0 0'""' 0 0 0 0 0 0 8 Other doors a 11 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 0 0 0 0 b 11 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 9 Net a 148 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 0 146 0 exposed and b c 12C 13C 2. 9 3. 2 1. 9 1. 2 0 72 0 227 0 84 0 40 0 126 0 47 0 0 0 0 0 0 0 0 0 0 walls 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 0 0 0 0 e f 0.0 0.0 0 0 01 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 282 478 628 210 0 356 0 467 0 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 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 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 0 233 0 0 0 Note: room b 19C 1.1 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 0 0 0 0 0 0 for slab floors) a f 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.01 8.3 0 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8..+11+12 wwww 460 w}w ww}w 1063 www} w}}} wwx 5806 1546 0 Lessexternalheating000Less transfer wxww 0 w.ww 0 w 0 w}w. 0 ww 14 Duct loss 100 46 100 106 100 581 100 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 0 0 4 0 1200 0 0 1 0 1200 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 1 www} w}ww 600 684 wwww 426 5685 w,. 2101 Less cooling 0 wxw 0 0 00 externalLess transfer 0 0 0 ww}. 18 Duct gain 100 68 100 43 100 568 10° 210 19 Total RSH gain=(1 7+1 8)*PLF 1.00 753 1.00 469 1.00 6253 1.00 2311 20 Air required (cfm) 20 35 45 22 246 287 1 661 106 Printout certified by ACCA to meet all requirements of Manual J 7th. Ed. wrt jHtsOft Right -Suite ResidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:26 Page 2 ACCAE:1Fi1esldrhortont2289\2289.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 s.22.o0 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room DIN/LIV/FOY BR2 31.5 ft BR3 23.5 ft HALL BTH 5.5 ft 2 Length of exposed wall 57.0 ft t 4 CeRoongs imensloCondit. Option 8.0 ft heaU ool 8.0 ft heat/ ool 8.0 ft heat/cool 8.0 ft heat/cool HTM Area Load (BtCI) Area Hrgd (BtCig Area H`gd (BtC 9 ftArea Htg (BtClgTYPEOFCS EXPOSURE N0. Htg Clg ft) 9 g ft 4.6 2.9 2.1 1.9 263 63 www wwww O 252 wwww wwww 0 188 wwww www ww„ wwww 0 44 0 w•ww w•ww 5 Gross Exposed a 14 b 12 walls and c 13C,3.2 1.2 162 w w"w! 0 0 0 0 www. www, 0 ww partitions d 0.0 0.0 0 0 www wwww 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 www w,•, 0 ww.w w,ww 0 a 1 C 37.0 77 2846 166 591 0 www, 616 591 0*«•" 0 0 0 06Windowsand glass doors b 8C 37.0 0 0 0*""" ww.w 0 0- wwww 0 0 w„w 0 0*««• Heating c 9C 38.7 0 0 0 0 0«««_ e 0.0 0 0 www 0 0 wwww 0 0 0 0 www 0 0 0 w«w. f 0.0 0 0 0 0 North 20.4 16 319 0 0 0 0 0 0 0 0 0 ww. 0 07Windowsand glass doors Cooling NE/NW E/W 0.0 56.8 0 54 R 0 3433 0 16 870 16 870 0 0 SE/SW 0.0 0 0 0 0""' 0 0 0 0 0 0' p South 30.4 7""' 224 0 w,.. 0 0 www, 0 0 w, 0 Horz 0.0 0 0 8 Other doors a 11 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 11 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 9 Net a 148 4.6 2.1 201 926 138 414 93 0 236 0 680 0 459 0 172 0 495 0 334 0 44 0 127 0 86 exposed walls and b c 12 13 2.9 3.2 1.9 1.2 48 162 510 190 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 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 2.2 400 678 890 192 326 427 180 305 0 401 0 108 0 183 0 240 0 b 0.0 0.0 0 0 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 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 11 Floors a 2 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19 1.1 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 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 floors) f 0.0 0.0 0 12 Infiltration a 26.0 8.3 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 9473 2012 w" w,w 1807 0 w 310 0 w"•w Less external heating 0 0 0 0 w.w 0 ww•. ww• 0 14 Less transfer Duct loss 10° 947 10° 201 ww• 10 ° 181 t., 10° 31 341 15 Total loss = 13+14 10420 2213 1988 16 Int. gains: People @ 300 1 w 300 0 0 0 w.ww 0 0 0 0 0 0 0 0 0 0 17 A I 1200PPp• @ Subtot RSH ain=7+8,.+12+16g 0 w• 11.00 ww„ 6927 w .. ww.. w«w 1890 w•ww ww.« w•w 1739 0 w«w• www ww 326 0 Less external cooling Less transfer w 10° wwww 693 0 0 10° 189 0 0 w•. 10° wwww 0 10° 0 18 19 Duct gain Total RSH gain=(17+18)'PLF 7620 1.00 2079 1.00 w1741913 1.00 33 13 359 16 20 Air required (cfm) 402 350 85 96 77 88 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. rjghtsoft Right -Suite Residential"" 5.0.33 RSR26017 2000-Sep-22 10:age26 w3 ZZ k E:1Filesldrhorton\2289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 22as s.22.o0 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 12.0 x 19.0 ft 41.0 ft 19.0 x 11.0 ft3Roomdimensions 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool Area Load (Btuh) Area Load (Btuh) Htg Clg Area Htg Clg Area Htg ClgTYPEOFCSHTM EXPOSURE NO. Htg Clg ft2) Htg Clg V) 4.6 2.9 2.1 1.9 0 96 wwww wwww wxxx Ox»wr 328 wwxw wx,w xwww w.wx wwx wxrw ww.w wwww x.wr ww.w ww«w wwww wwxw w x 5 Gross Exposed a 14 b 12C walls and c 13C 3.2 1.2 0 . wwwx w.w. xwxw 0 0 partitions d 0.0 0.0 0 www. wxww 0 wwww ww.w w»«w wwxw wwww e f0.0 0.0 0.0 0.0 0 0 0 ww w»x. xwww ww». 6 Windows and a 1C 37.0 16 591 www» 322 11830 www» wwww xw.w glass doors b 8C 37.0 0 0 0 0 0 wwww Heating c 9C 38.7 0 0 0,"*" d e 0.0 0.0 0 0 www. 0 0 f 0.0 0 0 ww.w 01 7 Windows and North 20.4 16 326 0 wwN r" 0 0 wwww rw«, wwww wxww g lass doors Cooling NE/NW E/W 0.0 56.8 0 0 wxxw 0 32 www" wxxx 1741 r.ww xxx« wxw» xxww SE/SW 0.0 0 xwx. 0 0 0 0 wxxw wwww South 30.4 p wwwx 0 0 0 wwxr 0 w+ww xxww Horz 0.0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0b11A18.9.12.7 0 0 0 0 0 0 0 0 C 0.0 0.0 9 Net exposed a b 14B 12 4.6 2.9 2.1 1.9 0 80 0 230 0 156 0 296 0 852 0 575 walls and partitions '" c d 13 3.2 0.0 1.2 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 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 228 387 508 209 354 465 0b0.0 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 e f 0:0 0.0 0.0 0.0 0 01 0 0 0 0 0 0 0 0 0 0 11 Floors Note: room a b 22A 19C 25.9 1.1 0.0 0.0 0 111 0 126 0 0 0 209 0 237 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0isdispl. for slab d a 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 01 0 12 Infiltration a 26.0 8.3 16 L415 134 32 831 267 13 Subtotal loss=6+8..+11+12 1750 ww w»ww 3458 xwww wwww wxw. Less external heating 0 0 www x..w 14 Less transfer Duct loss 010 0 175 10 a 0„» w346 o www o wwww w•" x 15 Total loss = 13+14 1925 3804 16 Int. gains: People @ 300 1 300 0 0 wxw wwww 17 pp • @ 12000 Subtot RSH gain=7+8..+12+16 xwww w..w 1423 ww,r xwww 3049 wwww www wwwx wxw. ww.r wwww cooling wxw 0 0 w* 18 Less external Less transfer Duct gain 10° 0 142 10° 0 305 wwww wwww ww.. w•** 19 Total RSH gain=(17+18)*PLF 1.00 1565 1.00 3353 wwww w.rw 20 Air required (cfm) 74 72 147 154 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr>tghtsoi t Right•Sufte ResidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:26 ACCK E:\Fi1es\drhor1on\2289\2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S K D W G L S S 0 N A S 0 0 W I A L 0 T H V G N H V V H C W H N S H N D Y R L A W R A H L G C R R G M D G Z L 0 X Y T T A M R A R W L Z E MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 MEW MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 WI'19iltSOft Right-SuiteResidentialT 5.0.33RSR26017 2000-Sep-2210:00:25 MCA Page 1 E:\Files\drTiorton\2289\2289.rsr B R4 a n w b c n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 i+ W'IgiltSOft Right -Suite ResidentialT" 5.0.33 RSR26017 2000-Sep-22 10:00:25 Page 2 ACCK E:\Files\drrEorton\2289\2289.rsr v D$ COMn Ln T1 a l b 3' lw n duct v Y6'q 1lbmY to /fr f cep BEDROOM m E°OY I IOx6 6.cd W.. 1-d 5• I0x10 4.cd 12x12 .cd t0:6.oKd 6, 125 285 wale •VB'x1'0' I 6 BAILTit 10' 14• t tt• 3 3• lwtn duct t- 4" LC 6• o roof cap fan uY t i8' a i 1 x18 req 10x10 4- 8.4 1-d 41 10 a 20 103 j 35 ton ./5k E240v 1ph s/ 8.4 1-d35 I O 18.13 Wan NXIc lOx6 n IOx6 LAUX-•rN f Wdtrorn by l 3355cd O 01 Otmotw. ii ip r1 y— duct p BDt111.I5 1 to roof Cop- r 42X42 A/C SLAB I lr I tmlo 4.ce ii BY BLDR MIN oav t a mYn+c 177 1?-' r t 2' FROM WALL ./ran RD° Y r6 6• JL4 ARAGEEie 1 e•I 10x10 4—d tr. LG 12x6 1. d o-- 175 i 1ss FOYER t ro i C3 Must have a nininun cleoranCe of 4 inches around the air handler per the State Energy code. All duct has an —6 insulation value. z 0 J 0 0 CC) N J Q CU Q Rating i o } N cn inZ p W Q f— CD F— Q 5 J OZ) Q of mELJU) 00 ff1 1lm I CD I In a A B1 A - 0- FLAT L . B 1 ` S A B1 A7 B1 A9 B1 _ All B1---- LD UPSTAIRS BRG. @ A B1 - - B1 A i-- B 1 _ - - - _ ... _ _ _ ._- .._ _ __. _..-_....,...._ ...- AlA B1 B 1 AlA B1 _ A 1 A — B 1 CD _ B 1 II AlA f I j ! Al W BlA2 M I A2 f B A2 B A2 I GAB A2 LEDGER BRG_. 9- 0-0 BRG, EGAB 8- 0-0 BRG, 0- 0 13- 4-0 BRG. IN ENTRY J 9- 4-0 I E ate' 5- 4-0 ALL BEARING WALLS TO BE PLACED _I I._ 1 PLY HGR. ICTICE! ! REVIEW ALL SPAN DIMENSIONS- BRG. WALLS I PRIOR TO SETTING TRUSSES.. 9 6 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING.. L 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR2289, DATE: PITCH: 12 ABRG: OAD: SHINGLES 6. CU SPAN CUSTOMER: D.R. HORTON /H:12- A407-321-14\40 BY: T.H JOB NAME: MODEL 2289 I D I MA If 40-0-0 i r.. TI I , I I j i na I T23::t. T23 1ST FLOOR4-1 I \BRG, @ 8-0-0 ) a' T23._.._ ' E v a T23 I, o I J f lii ctl.-, T23 i J f J !I!, Is CD I II I it I E ti iii I I i dl T 18 18-8-0 f i TG19 II 0 T19 . OD w T19 I U i NOTE: PLACEMENT MAY VARY I DUE TO FIELD CONDITIONS A/C PLUMBING ECT. :D T19 J SEE INSTALLATION GUIDE _.--_ - T19t I T19 f TT19 J , i 0 1 - -- -- ----- --- ----- ---- — l— — - I JCDTF cu L I 9-4-0 TRIM IT FLOOR SYSTEM I V'A \ N I N C: ALL BEARING WALLS TO BE PLACED I ,_f ,.- IUT FACE/MT I C TI C E! ! REVIEW ALL SPAN DIMINSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. 1 d MIT TOP/MT !ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS f- _ - - _WALLS SHOWN ARE TO BE BEARING.. — - I T L SPC I SIGNED APPROVAL: X- I C C U SPAN JOB NUMBER: DR2289.' DATE: 0 v. CUSTOMER: D.R. HORTON4407-3321-144 800-330-4o08 BY:Dtf, JOB NAME: 2289