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231 Belgian Way - BR02-000796 ((BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS CONTRACTOR Dt ADDRESS PHONE NUMBER PROPERTY OWNER PHONE NUMBER o R Horton Nat'l Dr #102 6250 Hazeltine FL 32922 Orlando, (401)851'9101 CBC 055300 ELECTRICAL CONTRACTOR I p G- U5 MECHANICAL CONTRACTOR Ai PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION oi s no PERMIT # , DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 242,77 CITY OF SANFORD PERMIT APPLICATION Permit No.: a - I q L Date: Job Address: -Z5 Permit Type: Building Electrical Mechanical Plumbing Fire AlaruL1Sprinkkr Description of Work '5FW Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteradon _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) DI-.mng/CommercIal: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines oir cal c Occupancy Type: Residential _Commercial _ Industrial Type of Construction: .81 K Flood Zone: Parcel No. Tot:d Sq Ftg: Value of Work: S 3-7-1 `d Number of Stories:_ Number of Dwelling Units: -1 Attach Proof of Ownership & Legal Description) Owner/Address/Phone: Q I-iCa7 AW Zd O _ ` e, 5-q - Q l O 1 1P2 Ai t's2- t' PMOOLk LOol S -q 10 l_ 32 3ZZ Contractor/Address/Phone:RGr- I 1.102 Co—_ State Licettso Number. C(OSS Contact Person: FATC. GO v Phone & )Fax Number. -A6-• /aS-q -9 l01 4 cqauq czza Title Holder (If other than Owner): N % Address: BondingCompany: Address: Mortgage Lender: Address: Architect/ Engineer A•g•iEt J Cgp)F' Phone No.: Address: eA NSR• 34 SE, . 1tS1III PTFI 32a1 Fax No.: 404 (294 - 4O71-'a Application is hereby made to obtain a permit to do the work and instialations as indicated I certify that no work or ilutallation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other grncr=cntal entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. EJ- 7 1 eof Owner/Age Date I of Contractor/Agent Date Al Nc t n c Prin er/ Agent s Name Print,Con ctor Agctunc tore o o of.Floris,._. Date — t h1Rt?ry-Statc of Florida Date ti .,"...y...s...- UTA 101 P; aRV,", I.. G?UL'f,.,,: ; ,pf F<o PATRICIA L. COULTON pry Csu•r: C1:. 7/2".(,TayoMyComm w PUBLIC P• 712fi/20o2 No. CC 762427 Persor OI ' i) Other I.D. f enommly Owner/Agent is Personally Known to Me or Contractor/Agent is Penally Kriow13 to ?& or Produced ID Produced ID APPLICATION APPROVED BY: S Date: Special Conditions: 6 140' zo.:' GP u o. . <<-n CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 12? — ! q 6 Date: 1 —(o '02 The undersigned hereby applies for a permit to install the following electrical: Owner's Name: t . 9- • HV"--fOv, Address of Job: Z-3 ram•. V I -- S Electrical Contractor: Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential a Non -Residential) New Residential: l-.M,P Service SD _ Nev., Commercial: AI0P Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: Application Fee: S10.00 TOTAL DUE: S• By Signing this application I am stating that I am in compliance \•:ith City of Sanford Electrical Code. Applicant's Signature 54 - Do I s24Z State License Number n3rc2c "- RiF+AlA`. CL'yyrr li ir rl0^IP* of Atr o it •' CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number:0- -74 6 Date: b Z The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: 0 eroi , iJS % O/t 1" ,5 Address of Job: 23 l g e l9/AN (,N,4V Es - Plumbing Contractor: l S i Residential: Non -Residential: L111719/W,6 Number Amount Addition Alteration Repair Residential & Non -Residential New Residential: One Water Closet Z Additional Water Closet c>0 Commercial: Minimum Permit Fee $25.00 Fixtures Floor Drain Trap Sewer Piping Water Pi in Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: ?i A 00 By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. Applicant's Signature State License Number THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 lilt ilia RINIIN11Kill UI1INlaollu1"MINIMIME MARYAWE MORSE, CLERK OF CIRCUIT COURT SEMINIX- E COUNTY BK 04407 PG 0089 CLERK' S # 2002A78039 RECORDED 05/14/2002 12:32:57 PM RECORDING FEES 6.00 RECORDED BY G Harford RECORD AND RETURN TO: D. R. Horton Inc. I 6250HazeltineHazeltineNationalDrive, Ste.: 102 v Orlando, Florida 32822 NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: \. Lot( s) 7, 33, 34, 42, 54 and 56 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 M 0- 2— ontractor: D.R. Horton, Inc. Phone #: Fax M ddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone #: Amount of bond: $0.00 Fax M Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by.Section 713.13(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(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration (late is one (1) year from the date of recording unless a different date is specified): D. R. Horton, Inc. 0 by: c• Robert A. Laws ssistant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 1200f, byyWiRobert A. Lawson, Assistant Secretary of D.R. Horton, lnc., a e aware Corporation, on behalf o the corporation. She is personally known to me. F40 PATRICIA L. COULTON PUBLR9 My Comm UP. 7/26/2002 C No. CC 762427 Notary Seal CERTIFIED COPS MARYANNE MOREL JERK OF CIRCUIT COUR' a E C NTY. FLOM J 1 / Uri MFR CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 231 BELGIAN WAY for which permit 02-00000796 has heretofore been issued on 3/11/02 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 _ i, f , , c , 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 DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance " . Bond PUBLIC WORKS: Street Name Signs t; Storm Sewer 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-DEFERRED RADON GAS 01-DEFERRED TRANSPORT IMP Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE APPROVAL DATE 'AMOUNT 6/07/02 7/15/02 3/12/02 7/17/02 6/07/02 3/12/02 3/12/02 3/12/02 20.00 20.00 10.00 10.00 10.00 10.00 12.28 12.28 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 231 BELGIAN WAY for which permit 02-00000796 has heretofore been issued on 3/11/02 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-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-ROAD IMPACT FEES 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 3/12/02 59.27 3/12/02 54.00 3/12/02 279.61 3/12/02 91.93 3/12/02 847.00 3/12/02 1384.00 3/12/02 650.00 3/12/02 1700.00 OWNER BUILDING OFFICIAL / DATE REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATEO\-)D PERMIT # C-\ ADDRESS SUBDIVISION Bakers Crossinq CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fait: (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. l Engineering - Public Works Fema Rec'd Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: (tobe completed cnly if approval is conditional) REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE -1-1 -&a PERMIT # C) r) - --IC -P ADDRESS SUBDIVISION Bakers Crossinq 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 Public Works Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE \ 1 PERMIT#C;) ADDRESS 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 Public Works z.c,z Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance Location ID . . . . . . Parcel Number . . . . . Alternate location ID Location address . . . . Primary related party Type information, press Sequence CodeCF41 App 1.00 CSUC UT 2.00 CSUC UT 3.00 CSUC UT 4.00 CSUC UT 5.00 _ 6.00 _ 7.00 _ 8.00 _ 9.00 _ 10.00 230065 18.20.31. - - 231 BELGIAN WAY SANDRA MILLER Enter. Free -form information SW DEU FEE $1700.00 WA DEU FEE $650.00 BP02-796 PD 3-12-02 SEE REC45238 3/4" WA METER :'ET FEE $190.00 PD 3-12-02 REC#5238 9/18/02 09:32:18 Date 31202 31202 31202 31202 Special notes More.. F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Motes F10=Subdiusion Motes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 231 BELGIAN WAY CITY STATE ZIP CODE SANFORD FL 32711 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 88, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, it necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME W. 5 i A r t SEMINOLE COUNTY 120289 1 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTNE/REASED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4/17195 4/17195 A,X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Constriction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is cormplete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for whidi this certificate is being cormpleted - 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, AIVAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a below according to the building diagram specified in Item C2. Slate the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use die space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No _ o a) Top of bottom floor (including basement or enclosure) 31. 7 fl.(m) o b) Top of next higher floor N/A.. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A . _ft.(m) N b \ n o o d) Attached garage (top of slab) 31. 1 ft.(m) E o e) Lowest elevation of machinery and/or equipment d 1 servicing the building (Describe in a Comments area) 31 .P.M E o 0 Lowest adjacent (finished) grade (LAG) 30.0 ft.(m) Z in o g) Highest adjacent (finished) grade (HAG) 31. 2 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. 1 certify that the information in Sections A, B, and C on this certirrcate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by rune 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 CODE 320 E. SOUTH STR ET, S E.180 A ORLANDO FL 32801 SIGNATURE DATE TELEPHONE Y 9/13/02 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A- For Insurance Company Use: BUILDING STREET ADDRESS (IndudN Apt, Unk Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 231 BELGIAN WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32711 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insuranoe agentl ompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — 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.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 witii openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(an) 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 FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sediars A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP 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 informalon in Section C vwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architectwho is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Sertion E for a building located in Zone A (without a FEMA4ssued or cornmunity4ssued BFE) or Zone AO. G3. The fdlrving information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMIDUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction 6-ubslantial Improvement G8. Elevation of as -built Iewesl floor (inducing basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 3 / 6 -r- /,r /- , &Ue, PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 88 BAKERS ROSSING, PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA r CENTERLINE OF, 96.91.' PT RIGHT-OF-WAY BELGIAN WAY TRACT A 50' RIGHT OF WAY N89'36' 15' W w I Oo 1 io hp. 50.00' S89'36'15"EJOz WALK IS 1.6' OFF 10' UTILITY EASEMENT . J\ 3' C/W iCONGRF IE:, DRIVEWAY; I S.D 1!.0' ....20.0' . j.- 5.0' b COVERED j ENTRY CI) OONE nR LOT 89 3Y i CONCCRE TET BLROCK w 0 RESIDENCE o w FINISH FLOOR o Efl a ELEVA LION=31.66 N w IT231 BELGIAN WAY CV u a O o Z 40.0' 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). J LOT 84 CERTIFIED TO: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA Chi MORTGAGE COMPANY, I , LTD. NOTE 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. T'!IS BOUNDARY SURVEY MEF"FS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61C17-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN & 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 88 BEING N 89'36'15" W PER PLAT. FIELD DATE:) 9-12-02 REVISED: SCALE: 1 = 30 FEET FINAL 09-12-02/CC APPROVED BY: WRM FOUNDATION 7-18-02/CC ASM33001 REVISED PATIO 6-11-02 JMI JOB N0. _— PLOT PLAN 1-4-02 JML ORAVlN BY: LOT FIT 5-2-01 JML w J Q p i 0 w w J p I U I U ; U 1 232.06 135.14' 1 I PI WALK IS i II I 1.5' OFF 30.5 CV Cn Cn O Z LOT 87 w w 5 w CV u z CV O N O N o COVERED. i \v I 16.0' I , LOT 88 }oo N89'23'38"W I 50.00' LOT 85 LOT 86 LEGEND BUILDING SETBACK LINE FND PK NAIL CENTERLINE LB #4671 (09-12-02) RIGHT OF WAY LONE FND 5/8" IRON ROD AND CAP EXISTING ELEVATION O LB #4671 (09-17.-02) CNA CORNER NOT ACCESSIBLE CONCRETE p DENOTES DELTA ANGLE IB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH I.S LAND SURVEYOR C.B DENOTES CHORD BEARING PR PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE I'CP PERMANENT CONTROL POINT PI DENOTES POIN1 OF INTERSECTION PER PLAT PRC DENOTES POINT OF REVERSE CURVAIIIRFP) LI) MEASURED PT DEr101ES POIN1 (IT' TANGFNC, 1"ND FOUND TYP IYPICAL C CONCRETE WALK A/C AIR COND1110NEP. w SIDEWALK COW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT 1:$ CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SI:RVF)'UR !-;AS NOT AASTRACTED THE LAND SHCAVN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT 'hL IITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEJ,ILNTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT 'VALID ''WITHOUT .HE SIGNATURE .:4D THE ORIGINAL RAISED SEAL CF A H_ORIO.i LIC'NSED SURVEYOR AND MAPPER. oZ FOR IIIE 1 I IRM WILLIAM R. IICC- 0--k- 8 DATE CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: - - n% _ Date: 'T The undersigned hereby applies for a permit to install the following equipment: Owner's Name Address of Job: Mechanical Con / Residential Non -Residential U , 4 'f Yc Slate License Number z6acle I COUNTY OF SEMINOLE IMPACT FwL'STATEMQNT ISSN JFU c,Y CITY tiF SANI-OiiC SiAT-;MENT NOWIK-R 10—75Z50 CATS_: WILL rI G PEomi t r imer.ik i .i.,;., Zl.--L -,((-TTY) COUNTY NUMeEk ........... UNITAGOik5SS• _ _ ._..___ ..._ _........ -,.., - _L"__.....__.._-_-_____-----_ TRAFFIC ZuNk.: ..,,_ JUKfSCICTTUN: a slIX... _ l U...__-..______ SEC: _ Tr+Ps __..._ {,'vt;: PARGLL: ------------ SUBDIVISION: __ _._ ...TP:ACTs ------------------ _ PLAT bOOK: ~PLATr,'.?OK ^t ik..: ....._ b.LUCK ..__— w LOT: AUOSESS= _ -- r. .w+.n.— 4rrw ...r... w. .+ ...Ne------------ APPLICANTr_. r....w .. r...w...... 1I•T.w_w.r. N4M- i.._______ r_____«......r..w___wr.._w-------- ..,.w LANn USF CAT::.r1JPY: I`U1 FAMILY fILTACH9 U HOUSE TYPE USE: A SIDENTI.AL w*,)ikK DISC;ZIPTIJK: SINO'L; fAKILY H!'!uS,-: DETACH' EV -- CONSTRUCTION r 4_r.r___.r____Y_rw__M_.!r_..-_Mw,H r-.+_'F.I IY_M.r rw..r__T.M. Ir M11.IN_Mti.__W.w..i.w.ww _.pw• FF£ _ w E'd fi lT RATS l=Fc . iiNIT RATE PER fy TYRE T.TAL OUU. TYPE !)SST SCNL". UL.E or -sr" UNIT OF UNITS ARTERIALS CL-oiIOF J bM L :UNIT 1 705.00 1 # OA05 COLLELTORS 4ORT! UNIT 142#00 I ?. 142.0C LTbRARY i ticf u 4-N ;NiT f 54,00 1 .4 54*00 APCUNT e:UF $ 2 tS.OG itECEivin t1Y: -. _ ,_',~_,• SIGk fjok =r r wwA.. y w.w_ww_.-w.y . ow+rrt_...Ww _r1w_r._y.r CV JE TU PECLIVTNG SIGNAT"ktY/APPLICAt,T: FATi.11KE Ta NOTIFY CWhi:A AND zNSURE tiMFLY PAY14ENT MAY Rr-S;.LT 7N YOUR LIAtiTL17Y FUR. THE FEL. ++++ UISTKII• UTji lN: I —COUNTY s—LTIY j , Z—APPLICANT 4--Cn-UN-TX NOTE** i PFRSONS ARE ACWTSFU THAT' T+iZS TatA%zK"%NT OF FLES WHICH ARE DU` ANu rAYA3Lr. VP1f ji TC! TSruAO£c .-LIV A ;:UIL:.IhG' PZAMIT. PtRSVNS A2E ALtia A0V1:;E:7 T6AT A!Y RILHTS "IF THL APPLICANTt Ok OWNE- g TO APPEAL THE CALCVLATI'5 Uf< - THE R+JA',j? LIRRARV SYSTEM ANu/OR EDUCATIONAL (SCHOOLY.: MPACT FtFS PUi ,Y • R EXERCISED ?Y F•ILING A MRITTSN ' CEQUE:ST WITHIN 45 CALth;jAR SAYS Cat THE RECEIVING SIGNATURE DATE A80VFy BUT NOT LATKR THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR. kFVIEW M:JST NIFET THg REQUIREMENTS OF THE COUNTY LAND OEVELOPMENT CODE. CUPItS OF THE RULES GOVERNING APPEALS NAY 3E PICKru AJP# OR PEQUESTE;C)# FROM 'THE PLAN IMPLEMENTATION OFFICES 11011 EAST FIRST STREET, SANFORCt FLORIDA 32771; (407) 665-7474. PAYMENT SHJULV bi MAC= TO: CITY 'OF .SANF OAD 3UILDINO 0SPARTMENT 100 NURtH MARK AVENUE SKNFORD* FL. 32771 PAYMENT 4HijULO EL- BY LHECK C.;n MuNt*-Y "Atli At .GNU SHOULD REFL-RENCk TWt STATEMENT NUMdF i .AN: CITY AUILDiNG4 PEfirIT NUMBER AT THE TUR Lrf'T OF THE NOTICE* THIS STATE% ZNT IS VALIC O%LY -IN CONJUNCTriuN WITH ISSUANCE ZF A+++ FAMILY "UILCINQ P4:iMIT*+*•sr*r****«s***#*w A.B. EDESICN CROUP, INC. 1441 C.R. 4427 NORTH LONCXWC00. FLA. 32780 PH.- (407) 774-0078 FAX- (407) 774-4078 BAKERS CROSSING LOT# 88 1965"-L REVISED SQ.FTG. cl SQ. FT., CALC.'S LIVING 1967 SCE. FT. GARAGE 412 SCE. FT. ENTRY 22 SCE. FT. PATIO 54 SCE. FT. TOTAL 2455 SCE. FT. M R 0 4 pppp 3/l /02 A. MiTek' December 12, 2001 MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 333314627 USA Fax (954) 680 4395 Phone (954) 680 6909 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 : I1350820 thru I1350855. Total : 36 drawings. Job :DR1965E Builder :D.R. HORTON Location :BAKERS CROSSING, LOT 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 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 36 Truss drawing. 2) Truss Index. n December 12, 2001 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB MPWHITE Trusses included = 36 0,"\dr1965e\a.tre" 11350820 1,'Mrl965e\a1l.tre" 11350821 2,"\drl965e\al 1 g.tre" 1 1350822 3,"\drl965e\al3.tre" 11350823 4,"\drl 965e\al 5.tre" 11350824 5,"\drl965e\al7.tre" 11350825 6,"\dr1965e\a19.tre" 11350826 7,"\drl965e\a7.tre" 11350827 8,"\drl965e\a9.tre" 11350828 9,"\dr1965e\b7.tre" 11350829 1 0,"\drl 965e\b9.tre" 11350830 11,"\drl965e\cl .tre" 1 1350831 12,"\drl965e\cg.tre" 11350832 13,"\dr1965e\d.tre" 11350833 14,"\drl965e\d3.tre" 11350834 15,"\drl965e\e.tre" 11350835 16,"\drl965e\e3.tre" 11350836 17,"\drl965e\fg.tre" 11350837 18,"\drl965e\j.tre" 11350838 19,"\drl965e\j2l.tre" 11350839 20,"\drl965e\j3.tre" 11350840 21,"\drl965e\jg.tre" 1 1350841 22,'1drl965e\jgl.tre" 11350842 23,'1drl965e\jg2.tre" 11350843 24,"\drl965e\k.tre" 11350844 25,"\drl965e\I.tre" 11350845 26,'1drl965e\ll.tre" 11350846 27,"\drl965e\124.tre" 11350847 28,'1drl965e\127.tre" 11350848 29,"\drl965e\m.tre" 11350849 30,"\drl965e\m 18.tre" 1 1350850 31,"\drl965e\s.tre" 1 1350851 32,"\drl965e\sl.tre" 11350852 33,'1drl965e\s2.tre" 11350853 34,"\drl965e\s3.tre" 11350854 35,"\drl965e\s4.tre" 11350855 N0. 4.5161 moo= * 0 STATE OF gAJd- sue. •........•, September 11, 2001 A WARNING - VerW design pasamrf rn and REM NOTES ON TMS AND RE VERSE IRWE BEFORE USE. Design valid lot use only with MITek connectors. This design is based only upon parameters drown, and is for an Individual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component is iesponslbility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addltlanal temporary bracing to Insure stabSlty during construction is the responsibility of the erector. Addillanat permanent b acing of the overall structure is the responsibility of ine building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and baring, eonsull QST-W Quality Standard, DSI.69 bating Spectfkatbn, and NII-oil Handling Installing and bating Recommendation avolable from Truss Plate institute, US D'Ononla Drive, Madison, WI63719. sees M 14D MiTeke Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c other. O WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , 3 ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of o a y4. I at joint locations. truss and vertical web. a Unless otherwise noted, locate chords laces 114 PC, at panel length(+ 6" from adjacent joint.) c6o BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or 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 engineer. MiTek® 15. Care should be exercised In handling, PANEL TM erection and Installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL @ # MR0,A1R® 1 Job Truss I russ Type JUNAIDIE BUDIMAN PE #45161 Qty Ply TON 11350820 DR1965E . A 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines. FI33331-1627 10 1 optional) s ug I e n us rtes, Inc. ue ep age i 0.4 7-1-3 11.6.10 20-0.0 26-56 32.10-13 40-0-0 -0-pI 1.0-0 7-1-3 6-5.6 6-5.6 6.5-6 6-" 7-1-3 1-0-0 Scale = 1:69.9 5.00 12 5x6 = 5 5x6 % 5x6 4 6 2x4 2x4 3 7 2 e 9 la 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-14 20-041 29-8-2 40-0-0 10.3-14 9-8-2 9-8.2 10.3.14 Plate Offsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) •0.28 1>999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8.6 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 5.10.2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4.12, 6-12 REACTIONS(lb/size) 2=1951/0.8.0, 8=1951/0-8.0 Max Horz 2=•4 load case 2) Max Uplift 2=-69 (load case 4), 8=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2.3=-3714, 3-4=-3345, 4.5=•2354, 5.6=•2354, 6.7=•3345, 7.8=•3714, 8.9=14 BOT CHORD 2-14=3396, 13-14=2826, 12.13=2826, 11.12=2826, 10.11=2826, 8.10=3396 WEBS 3.14=•410, 4.14=536, 4.12=-866, 5-12=1329, 6.12=•866, 6.10=536, 7.10=•410 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard XV, l FICW-. NO, 4.5161 ,k STATE OF , 4CQRID. A r aNra% September 11,2 C A WARNING - VerW design pamsnetem and READ NOTES ON TB7S AND REVERSE SSE BEFORE USE. Design valid for use only wtth MI1ek connectors. Thb design b based only upon parameters drown, and b tot on Individual building component to be Installed and looded vertically. Applicability of dedgn parameters and proper Incotporatbn of component b 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 responslblBty of the etectot. Additional permanent "ci g of the overall structure Is the tesponsQb011y of the building designer. For general guidance regarding fabrication, quality control storage, delivery, etectlan and bracing, consult CST-Ila Quality Standard. 031-89 Bracing Specification. and HIS-91 Handling Installing and Bracing Recommendation ovallable from Trust Rate Institute. 593 D'Onofrb Drive, Madbon, WI83719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q O For 4 x 2 orientation, locate v plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices O at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, - erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 NMRO,A/R N LJob I russ I russ Fype JUNAIDIE BUDIMAN PE #45161 y y 11350821 DR1965E A11 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 optional) s ug 22 2001 Milek Industries, Inc. Tue Sep age t :24 5.9.14 11.0.0 17.0-0 23.0.0 29.0.0 34-2-2 I 40-" V1111 1-0-0 59.14 5-2-2 6.0.0 6-0.0 6-0-0 5-2-2 5.9.14 1-0-0 Scale = 1:70.4 5x6 - sx6 = 5x8 = 3x4 = 5.00 12 4 5 6 7 2x4 2t4 -- 3 8 0 2 8 1 10 Ig 3x6 = 15 14 13 12 11 3x8 = 3x8 = 3x6 = 30 = 3x6 = 3x8 = 11.0-0 20-0-0 29.40 40.00 i 1 1 11-0.0 9-0-0 9-0.0 11-0-0 Plate ses LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.5.8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.7.5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1951/0.8.0,9=1951/0.8.0 Max Horz 2=26(load case 3) Max Uplift2=-695(load case 4), 9=.695(load case 4) FORCES (lb) • First Load Case Only TOPCHORD 1.2=14, 2.3=-3770, 3.4=-3361, 4.5=-3129, 5.6=-3856, 6-7=-3129, 7.8=-3361, 8.9=-3770, 9.10=14 BOT CHORD 2-15=3439, 14.15=3798, 13.14=3798, 12.13=3798, 11-12=3798, 9.11=3439 WEBS 3.15=-368, 4.15=872, 5.15=-854, 5-13=106, 6.13=106, 6.11=-854, 7.11=872, 8.11=-368 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard ptE 13 F Io %; y No. 4.5161 bb STATE OF 1-' OR S aNAI. September 11,2 AIVARNWO - verft design panzmrttn and READ NOTES ON TMS AND REVERSE SmE BEFORE USE. Design valid fol use only with Mites connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicab®tparameters and of designparameteandpiopettncotporaisg tlon of component iesponslbmtyofbuildsdesigner - not truss designer. Bracing drown is tot Wteral support of Individual web members only. Additional tempaary bracing to Insure stability during condiuctlon is the responsibmfy of the eiectot. Addtllonal permanent brbclrg of the overall structure is the tesponsmmty of the building designer. For general guidance regarding fabrlcatlon, quallly conhot storage, delivery, erection and btacling, consult OST-88 Quality Standard, OBS-69 tracing Specification, and Hill-91 M iTe k® Handling Installing and BracingRecommendationavailablefromTiuuPlateInstitute, 583 D'Onohlo DINe, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Wsecurely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. WEBS 3. Place plates on each face of truss at each i For4x2orientation, locate 5 , o joint and embed fully. Avoid knots and wane plates/ s" from outside edge of a IJ5 at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lices 14 PC,C6oatpanellength(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTsk/ Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40, 10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI A& L'® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 LJob russ I russ lype JUNAIDIE BUDIMAN PE 945161 Y Y URTUN 16472 Segovia Cir. N. 11350822 DR1965E Al 1G ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) s ug 22 2UO1 Milek Industries, Inc. Tue Sep age 1ao S9-14 11-0.0 15-6-0 20-0-0 24-15-0 29-0-0 34-2-2 40-" 41 ao 1-0-0 59.14 52-2 4-8-0 4.8-0 4-6-0 4-8.0 52-2 5-9-14 1-0-0 Stale = 1:70.1 5x8 - 5x8 = 5x6 = 2x4 it 3x4 = 500 52 4 5 6 7 8 3x4 3x4 3 1:!s11179 2 0 10 1 Ig 5x12 % 18 17 16 15 14 13 12 5x12 2x4 11 4x8 = 7x8 = 4x8 = 7x8 = 4x8 = 2x4 11 5.9.14 11-0-0 14-3-0 20-0-0 25-9-0 29-0-0 34-2.2 40-0-0 59.14 52-2 3.3-0 5-9-0 5-9-0 3.3-0 52.2 59-14 Plate ses LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) -0.56 15 >847 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) •0.86 15 >548 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/defl = 360 Weight: 246 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4.8.4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3417/0-8-0, 10=2754/0.8.0 Max Horz 2=26(load case 3) Max Uplift 2=-1446(load case 4), 10=-1106(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2.3=.7690, 3.4=-7153, 4.5=•8112, 5.6=•7469, 6.7=-7469, 7.8=•6082, 8.9=•5464, 9.10=-6021, 10.11=17 BOTCHORD 2.18=7057, 17.18=7057, 16.17=6609, 15.16=8042, 14-15=6453, 13.14=5051, 12.13=5525, 10-12=5525 WEBS 3-18=108, 3-17=-500, 4.17=289, 4.16=2583, 5.16=266, 5.15=.814, 6.15=-333, 7.15=1444, 7.14=-1401, 8-14=1771, 8.13=301, 9.13=•530, 9.12=108 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1446 lb uplift at joint 2 and 1106 lb uplift at joint 10. 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) 2268.2Ib down and 1161.6Ib up at 14.3.8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer.V r fOV C,q LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 4 •'rv' Uniform Loads (plf) Vert: 1.4=-74.0, 4.8=-74.0, 8.11=-74.0, 2.10=-20.0 N0. 45161 Concentrated Loads (Ile) Vert: 16=-22668.2 STATE OFO R IOi•` 1• 4C VS%Hai: September 11,211C A wnRMING - ver ffig design parameters and Rana WaraS ON TKIS AND RavaRSa lama BAMIM EM. ® Design valid toy use only with MITek connectars. This design b based only upon parameters drown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporatlon of component b responsibility of bubdkg designer - not truss designer. Bracing shown Is far lateral support of Individual web members only. Additional temporary bracing to Irsure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality conhol, storage, deWery, erection and bracing, cornsutt OST-68 Quality Standard, 089-89 Bracing Speclficatbn, and NIB-91 MiTek® Handling Instatllna and Bracing Recommendation available from Truss Plate tnstttteu, 893 D'Onobb Drive, Madison, WI63719. 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, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 cr other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 6 , s ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 1/4 length(* 6" fromceC, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY Of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 MY RMAIRO i Job Truss Truss Type JUNAIDIE BUDIMAN PE Jf45161 y y IUN 11350823 DR1965E A13 ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627 optional) s Nug 22 2001 Milek Industries, Inc. Tue Sep age 4 6-9-14 13-0-0 17.6-0 22.4-0 27.0-0 33.2.2 40-0•0 V&t1' 11: i 1-0.0 6-9.14 6.2-2 4-8-0 4-8-0 4-8-0 6.2-2 6-9-14 1-0.0 Scale = 1:70.4 Sx6 = 3x4 = 3x4 = 5x6 = 4 5 6 7 5.00 12 3x4 3x4 3 8 a y 9 1 10 g 3x8 = 17 16 15 14 13 12 11 3x8 = 2x4 II 3x8 = 3x6 = 3x4 = 3x8 = 3x6 = 2x4 II i &9.14 13.0.0 20-0-0 27-0.0 33-2-2 i 40-0-0 t l 6.9-14 6-2-2 74)-0 7-0-0 &2-2 &9.14 I-lateUffsets(X,Y): LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) •0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) •0.52 14.16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.9.3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.4.5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1951/0-8-0,9=1951/0.8.0 Max Horz 2=•31(load case 2) Max Uplift2=-695(load case 4), 9=•695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=14, 2.3=-3810, 3.4=-3144, 4.5=-2923, 5.6=•3291, 6.7=•2923, 7.8=•3144, 8.9=-3810, 9.10=14 BOT CHORD 2.17=3483, 16.17=3483, 15.16=3262, 14-15=3262, 13.14=3262, 12.13=3262, 11-12=3483,9.11=3483 WEBS 3.17=128, 3.16=-640, 4.16=807, 5.16=•532, 5.14=75, 6.14=75, 6-12=•532, 7.12=807, 8.12=-640, 8.11=128 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard IND E BUQ F;c ry No. 4.5161 STATE of0 • s y%QRt'D• September 11,2 C A WARMNC; - verW deafen pasarswtem and READ NMZ9 ON TMS AND REVER86 11ME BE"RS USE. Design valid lot use only with Mlfek connectors. Thb design b based only upon parameters dawn, and b for an Individual building component to be Installed and loaded vertically. ApplicabSSy of design potometea and ptopet kaaporatlon of component Is responsibility of building deslgnet - not huss designer. Bracing shown b la lotetol support of Individual web member only. Additional temporary bracing to insure dabmty during construction Is the responslbmty of the etectot. Additional permanent brackg of the overall structure b the tesponsiblUty of the building designet. For general guldance regarding labrlcatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Oual ty Standard, DSS-89 Bracing Spectficatbn, and HIS-91 M iTek® Handling Indoliing and Bracing RecommendationTruss PlateavailablehornTruPlateInstitute, 583 D'Onoftb Delve, Madison. W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , Qv ` a ' ; joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 1/4 length(+ 6" from CS C1 panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE Preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. 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 PA erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP PFORM016, 019 N.al ® MYDRO,AZR® 1 1. .L Vob russ I russ lype JUNAIDIE BUDIMAN PE #45161 11350824 DR1965E A15 ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 333314627 optional) s ug 22 2001 Milekn us ries, Inc. I ue ep age 0.0 7-9-14 15-0.0 20 0 25-0.0 32.2-2 40.0.0 41-0-gI 1-0-0 7-9-14 7.2-2 5.0-0 5-0-0 7-2-2 7-9.14 140.0 Stale = 1:70.4 5.00 5x6 12 3x4 = Sx8 = 4 5 6 Sx8 Sx8 3 7 _ 2 8 1 9 qq O I8 US - 13 12 11 10 US = 2x4 11 Sx8 = 5x8 = 2x4 II 7-9-14 15-0-0 25-M 32-2.2 40-" 7.9.14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Uttsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (locI/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) -0.26 1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >725 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/deft = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D "Except" TOP CHORD Sheathed. 4. 6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.2.13 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS( lb/size) 2=1951/0.8.0,8=1951/0.8.0 Max Horz 2=-35((load case 2) Max Uplift2=-695(load case 4), 8=.695(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1.2=14, 2.3=-3712, 3.4=-2926, 4.5=-2706, 5.6=-2706, 6-7=-2926, 7.8=.3712, 8.9=14 BOT CHORD 2.13=3399, 12-13=3395, 11.12=2849, 10.11=3395, 8.10=3399 WEBS 3.13=147, 3.12=-767, 4.12=677, 5.12=-231, 5.11=.231, 6.11=677, 7.11=-767, 7.10=147 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water poriding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 Its uplift at joint 2 and 695 Its uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 8U0 siFicq', G No. 4.5161 SPATE OF et O`;'•tiJOR10' S NAL September 11,2 0 AWARM1Va - VerJ& doWgn parameters and READ 11TOTZS ON7WS AM 1MVERSE SIDE 89MRt3 V=. Mille® Design valid tot use only with MITek connector. This design Y based only upon parameters dawn, and Is for an kdMdual building component to be El InstalledandbodedverticaSy. Applicability of design parameters and proper aorporation of component Is iesponsty of building designer - not truss designer. Bracing shown Isfa lateral support of Indkidual web members only. Additional temporary bracing to Insure stabilitydurka construction Is tesponslblSty of the erector. Addltbnal permanent btbcIng of the overall structure Is the recpon&UW of the building designer. For general guidance tegatding fabrication. quaSty control, storage, delivery. erection and bracing, consull CST-88 Quality Standard. DSS-89 tracing Specification, and HIS-91 M iTe k® rrgHandlinginstallingandSroctRecommendationavailablefromTrussWaleInstitute, 583 D'Onobb Drive, Madison, WI 63719. 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. All y 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. Numbering System J2 J3 J4 TOP CHORDS c2 c3 Q WEBS J5 o _ o Vh a ; O O a V r ca c u r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018.019 oA -wort ® HMR0,41R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y 11350825 DR1965E A17 ROOFTRUSS 16472 Segovia Cir. N. Pembroke Pines. FI 33331-4627 2 1 optional) s ug 22 2UU1 Mi I ek Ind-ustries, Inc. I ue Sep age t-0- &1-3 11-6-10 17-0.0 23-0-0 28-5-6 33-10.13 40." 41 4OiI 1.0.0 6.1-3 55.6 5-5.6 6-0-0 5.5-6 5.5.6 6-1-3 1-0.0 Scale = 1:70.4 Sx6 = 5x8 = 5.00 F12 5 6 3x4 4 3x4 4 7 5x8 5x8 3 8 n 2 9 _ 1 tOlg 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x8 = 30 = 9.14 17-0-0 23-0-0 31.2.2 I 40.0.0 i 8-9-14 8-2-2 6.40 8.2-2 8-9-14 Plate Offsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11.13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11.15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt 6.14 REACTIONS(lb/size) 2=1951/0.8.0,9=1951/0.8.0 Max Horz 2=40(load case 3) Max Uplift 2=•695(load case 4), 9=•695(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2=14, 2.3=•3806, 3.4=-3512, 4.5=•2689, 5.6=-2494, 6-7=•2689, 7.8=-3512, 8.9=•3806, 9.10=14 BOT CHORD 2.16=3475, 15-16=3028, 14.15=3028, 13.14=2494, 12.13=3028, 11.12=3028, 9.11=3475 WEBS 3.16=•316, 4.16=438, 4.14=.722, 5.14=613, 6.14=-0, 6.13=613, 7.13=•722, 7.11=438, 8.11=-316 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Q. i Flog, Ci N0. 4.5161 . STATE OF OR I0V NA1. September 11,2 C A WARNINTO - Ver ft design parameters and READ NOTES ON TffiB AND REVERSE SLIDE BEFORE USE. Design valid for use only with Milek connectors. This design Is based only upon parameters flown, and Y for an individual buBtlklg component to be Installed and loaded vertloally. AppBoabWy of design parameters and proper trimporaflon of component Is responslbmty of building designer - not truss designer. Bracing shown Is for lateral support of Ind?Mucl web members only. Additional temporary bracing to Insure stabmfy during construction Is the responsibility of the erector. Addnbnal permanent bAscklg of the overall structure Is the responsbEty of the building designer. For general guldonce regarding fabrication, qualify control, storage, delivery, erection and bracing, consult OST-E8 Ouatlty Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo DrNn, e, MadisoWI f53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 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 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 a other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Qv ` ; ' ; joint and embed fully. Avoid knots and wane plates I/a" from outside edge of O a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from Cs panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 engineer. MiTek® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 - fMRO-AIR ® Job russ I russ ype JUNAIDIE BUDIMAN PE #45161 Y Y HUM I UN 16472 Segovia Cir. N. 11350826 DR1965E A19 ROOF TRUSS Pembroke Pines, FI 33331-4627 2 1 optional) s ug 22 ZUU1 Milek Industries, Inc. I ueSep-Ti age 6.9-3 12-10-10 19a0 , 21.0-0 , 27-1-6 33.2-13 40." a 1-0.0 6.9.3 6.1.6 6.1-6 2-0-0 6.1.6 6.1-6 6-9.3 1.0-0 Scale = 1:73.9 5x6 = 5x6 = 5.00 F12 5 6 3x4 4 3x4 J 4 7 Sx6 5x6 M 3 8 1 2 9 10 7 gd 1g 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x8 = 3x4 = 3K4 = 3x6 = 3x4 = 9.9.14 19-M 21.0.0 30.2.2 40.0.0 9.9.14 9-2-2 2" 9-2-2 9.9.14 Plate ses LOADING (psf) TCLL SPACING 2.0.0 Plates CSI DEFL in (Ioc) I/defl PLATES GRIP 30.0 TCDL 7.0 Increase 1.33 Lumber Increase 1.33 TC 0.51 BC 0.83 Vert(LL) -0.33 14.16 >999 Vert(TL) •0.57 14.16 >827 M1120 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11.1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.4.3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2=1951/0.8.0, 9=1951/0.8.0 Max Horz 2=44(load case 3) Max Uplift 2=-695(load case 4), 9=•695(load case 4) FORCES (lb) • First Load Case Only TOPCHORD 1.2=29, 2.3=•3939, 3.4=•3579, 4.5=•2575, 5.6=•2304, 6.7=•2575, 7-8=-3579, 8.9=-3939, 9.10=29 BOT CHORD 2.16=3523, 15-16=2946, 14.15=2946, 13-14=2304, 12.13=2946, 11.12=2946, 9.11=3523 WEBS 3.16=•408, 4.16=560, 4.14=•863, 5.14=667, 6.13=667, 7.13=-863, 7-11=560, 8.11=•408 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water poriding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 Ib uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 0tF, BUD P10. 4.51&i r STATEOF , SIf JVAL , September 11,2 0 A wARNWO - VerM design pa,ametem and READ NOTES ON T1119 AM REVERSE SSE BEFORE USE. Design valid Sot use only with MRek conneetaa This design it based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicabfly of design parameters and proper In- poratbn of component Is responsibility of building designer - not truss designer. Bracing shown it fa lateral support of Individual web members onfy. Additional temporary bracing to Insure dabmly duWQ construction It the responslbOy of the erector. Additional permanent brbclrng of the overall drucfute Is the rosporabMy of the building designer. For general guidance regatding labrbaflom quality control dotage, delivery, erection and bracing, cortsull QST48 Quarry Standard, 089-89 Srocing Specification, and NU-91 M iTek® HandlingInstallingandbracingRecommendationavailableNlablefromTrussateYrstitute, 363 D'Onofib on, Drlve, ModbW 153719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A., 7 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. r- This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. IIIIIIIII PANEL T~ CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 oswo-w+n ® HMJ Q-A1R Job russ truss lype JUNAIDIE BUDIMAN PE #45161 y y 11350827 DR1965E A7 ROOF TRUSS 16472 Segovia Or. N. 1 2PembrokePines, FI33331-4627 optional) S s ug 22 1001 Milek Industries, nc. ue ep age 11-0•4 3-9-14 1 7.0-0 1 13.6.14 20-0-0 26-5-2 33-0-0 a I i36-2-2 1-0.0 3.0-14 3.2-2 6-6-14 B-5.2 6-5.2 64-14 3.2-2 3-9-14 1-0.0 Scale = 1:70.4 5x10 = 5x10 = 5.00 12 4x8 = 7x8 = 4x8 = 4 5 6 7 8 2x4 2x4 3 0 2 10 t tti a 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0.0 13.6.14 20" 26-5-2 33-0-0 40-0.0 7-0-0 64-14 &5.2 B-5.2 64.14 7-0-0 Plate Uffsets LOADING (DSf) SPACING 2.0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) -0.70 14 >677 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -1.09 14.15 >432 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.23 10 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3.11.1 oc purlins. 4.6 2 X 6 SYP No.2ND, 6.8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6.5.0 oc bracing. GOT CHORD 2 X 4 SYP No. ID WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3875/0.8.0, 10=3875/0.8.0 Max Horz 2=-17(load case 2) Max Uplift 2=-1646(load case 4), 10=-1646(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=29, 2.3=-8383, 3.4=-8670, 4.5=-12508, 5.6=.13901, 6-7=-13901, 7.8=-12508, 8.9=-8670, 9.10=-8383, 10.11=29 BOT CHORD 2.16=7512, 15.16=8068, 14.15=12505, 13.14=12505, 12.13=8068, 10.12=7512 WEBS 3.16=575, 4-16=597, 4.15=4853, 5.15=.1703, 5.14=1530, 6-14=.982, 7.14=1530, 7.13=-1703, 8.13=4853, 8.12=597, 9.12=575 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to 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 1646 lb uplift at joint 2 and 1646 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Girder carries hip end with 7.0.0 end setback 7) 2-ply truss to be connected together with 10d Common(.148'x3') Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0.9.0 oc, 2 X 6 - 2 rows at 0.9.0 cc. Bottom chords connected as follows: 2 X 4 - 1 row at 0.9.0 oc. \ p, f Webs connected as follows: 2 X 4 - 1 row at 0.9.0 oc. pL 8) Special hanger(s) or connection(s) required to load(s) 603.2lb down / support concentrated and 569.31b up at 33.0.0, and ...••••••..•• 603.21b down and 569.3Ib up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building •• `Q l F%+ Adesigner. d LOAD CASE(S) Standard * i0.4J By •' 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 IlaUniformLoads (plf) Vert: 1.4=-74.0, 4.8=.154.2, 8.11=.74.0, 2.16=-20.0, 12.16=-41.7, 10.12=-20.0 '. SPATE OFConcentratedLoads (lb) 0 Vert: 16=-603.2 12=-603.2 '. AZORID OVALSeptember11,2001 AwAiRmwo - verM design pai arrseters and rueD mores oN Tws AND rievaRss t7De seMR8 use. 0 Design valid for use only wllh MRek connectors. this design If bawd only upon parameters flown, and Is far an Individual building component to be installed and loaded vertioaM• App/caMy of design parameters and proper Incorporation of component It responslbililty of buldkV designer - not truss designer. Bracing shown Y for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbmty of the erector. Addpbnal permanent txla g of the overall structure b the responsbity of the building designer. For general guidance regarding fabrication, quarry contra listorage. deery. erection and bracing. consult oa!!rwT-ollty standard. OSI-89 Bracing Speetfication, and Nf.-01 M iTek® Narxill nor Insfollift and Iroclrng Recommendation avallabuss P iefromTrlateInstitute. 693 D'Onotrb Drive. Madison. WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Qaq"nplates O For 4 x 2 orientation, locate v 1/e" from outside edge of o truss and vertical web. H This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.010 NMRO,A/R Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y TON 11350828 DR1965E A9 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627 optional) s ug 22 UU1 Milek Industries, nc. ue ep age 1,:" 4-9.14 1 9.0.0 14-8.0 20-0-0 25-8-0 31.0-0 3 5-2-2 40.0-0 11.0•pI 1.0.0 4-9.14 4-2.2 5-" 5-6-0 5$0 5-6-0 4-2-2 4-9.14 1-0-0 Scale = 1:70.4 5x8 - 5x8 = 3x4 = 5x8 = 3x4 = 5.00 F12 4 5 6 7 6 2x4 2x4 i 3 9 a 2 10 1 11 y-yid 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x8 = 3x4 = 3x4 = 4x8 = 3x8 = 1 9.0.0 164-0 23-" 31-0-0 40-041 r I 1 I 1 9-0-0 7.4-0 7-4-0 7-4-0 9.0-0 Plate OffsetsEdge] LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) .0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) .0.77 14.15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.4.15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5.17, 7.12 REACTIONS(lb/size) 2=1951/0.8.0, 10=1951/0-8.0 Max Horz 2=-22(load case 2) Max Uplift2=-695(load case 4), 10=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=14, 2.3=-3855, 3.4=•3566, 4.5=-3329, 5.6=-4558, 6.7=-4558, 7.8=-3329, 8.9=-3566, 9.10=-3855, 10.11=14 BOT CHORD 2-17=3507, 16.17=4389, 15-16=4389, 14-15=4755, 13.14=4389, 12.13=4389, 10-12=3507 WEBS 3.17=-237, 4.17=1007, 5.17=-1300, 5.15=387, 6.15=-283, 6.14=-283, 7.14=387, 7-12=-1300, 8.12=1007, 9.12=-237 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard ptE 13t14 q,~•. G r No. 4.5161 lb STATE OF 0 R'1 . ontaL September 11,2 0 A WARKINO - ver(/Air design pammetom and READ NOTES ON TS AND REVERSE tTma earORE USE. Nil DesignvalidforuseonlywithWetsconnectors.This design Is based only upon parameters drown, and b for an tndWuol building component to be Installed and bd odevertically. Applicabilityof design parameters and proper Incorporalbn of component b i responsty of buildingdesigner - not truss designer. Bracing shown b far lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responslbmty of the erector. Additional permanent brbcIng of the overall structure is the responslbily of the building designer. For general guance regordisg fabrication, quaily control, donage, delivery, erection and bracing, consul OST-W Qua0y Standard, DSI.89 {racing Speciloatkx% and Nil-91 M iTek® NardOng Instatllna andIroctsgtfecommendationavabblefromPlateateInstitute, 593 D'Onofrb d Drive, MaboM WI83719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2, Cut members to bear tightly against each other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i a , ; Q joint and embed fully. Avoid knots and wane plates from outside edge of o 0 ' u at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from C, cb panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM01 B4O19 HMRO,A/R ® Job russ truss type JUNAIDIE BUDIMAN PE #45161 y y 11350829 DR1965E , B7 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines. F1333314627 1 1 61 optional) s ug 22 Mi I ek Industries,Inc. ue ep age 3-9.14 7-0-0 11-2-15 15.4-1 19.7-0 1.0-0 3.9.14 3.2-2 4-2-15 4-1-3 4-2-15 Scale = 1:35.4 6x8 = 3x4 = 3x8 II 4x8 = 4 12 5 13 6 14 15 7 5.00 F12 2x4 3 2 1 3x8 = 11 18 10 17 9 18 19 3x4 = 3x4 = 7x8 = 3x4 II 7-0.0 11.2.15 15.4-1 19-7-0 i 7-0-0 4-2-15 4-1-3 4-2-15 Plate Offsets LOADING (Psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Ver't(LL) 0.21 10.11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.61 Vert(TL) -0.20 10.11 >999 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) -0.06 8 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 127 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3.2-8 oc purlins, except end verticals. 4.7 2 X 6 SYP No.2ND BUT CHORD Rigid ceiling directly applied or 4.0.6 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7.9 WEBS 2 X 4 SYP No.3 "Except" 7.8 2 X 4 SYP No.2D REACTIONS (lb/size) 8=2043/0.3.0, 2=1859/0.8-0 Max Horz 2=181(load case 3) Max Uplift8=-1870(load case 3), 2=.1471(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2.3=-3847, 3.4=-3695, 4-12=-3555, 5.12=.3558, 5.13=-2426, 6.13=-2426, 6.14=-2426, 14.15=-2426, 7-15=-2426, 7-8=-1916 BOT CHORD 2.11=3460, 11.16=3443, 10.16=3443, 10-17=3556, 9.17=3556, 9.18=118, 18.19=118, 8.19=118 WEBS 3.11=-62, 4.11=777, 4.10=136, 5.10=112, 5.9=.1368, 6.9=-672, 7.9=2794 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It 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 1870 lb uplift at joint 8 and 1471 lb uplift at joint 2. 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) 159.51b down and 305.11b up at 7.0.0, 159.51b down and 305.1Ib up at 9.1.1, 159.51b down and 305.11b up at 11.1.1, 159.51b down and 305.11b up at 13-1.1, 159.51b down and 305.11b up at 15.1-1, and 159.51b down and 305.11b up at 17.1.1, and 160.41b down and 255.Olb up at 18-3.4 on top chord, and 625.11b down and 577.61b up at 7-0.0, 46.Olb down at 9.1.1, 46.0Ib down at 11.1.1, 46.01b down at 13.1.1, 46.01b down at 15-1.1, and 46.0Ib down at 17.1.1, and 30.31b down at 18.3.4 on bottom chord. C Design for unspecified connection(s) is delegated to the building designer. iC r I,dv 4` Q I LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) No. 45 6 ' 1k Vert: 1.4=-74.0, 4.7=-74.0, 2.8=.20.0 O ' kacConcentratedLoads (lb) Vert: 4=-159.5 9=-46.0 11=-625.1 10=46.0 5=-159.5 6=-159.5 12=-159.5 13=-159.5 14=-159.5 STATE OF15=-160.4 16=-46.0 17=-46.0 18=-46.0 19=-30.3 0 L Se tmber 11.2001 A WARNDvO - VerW design pant rneters and READ NOTES ON TBW AND REVERSE SIDE BEPOR6 USE. QD Design valid for use only with MIIek connectas. This design Is based only upon parameters dawn, and b fa an Individual building component to be Installed and loaded venloaN. Applicability of design parameters and proper Incorporation of component Is responsibility of butdhg designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Addtbnal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brboklg of the overai structure Is the rosponsbity of the buldhg designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul OST-88 Quality Standard, DS/-89 Bracing Sp"ftatioM and Nit-Ol M iTek® Handift IrotollIna and Bracing Qecommendallon avaibabfrom Truss Plate Institute, 593 D'Ono6b Drive, Madison. WI83710. 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. All 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. ffi FORM018,019 HMPO,A11RO Job I russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y 11350830 DR1965E B9 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines. FI 33331-4627 optional) s ug 22 2001 Milek Industries, nc. ue ep age 4-9-14 9-041 14-3.8 I 19.7-0 i 1-0-0 4-9-14 4-2-2 5.3-8 5.3-8 Scale = 1:35.4 4x6 = 3x8 = 2x4 II 4 5 6 1 ril 5.00 12 1x4 3 e 2 yetas 3= 9 8 x4 5x8 = 1x4 II 3x4 = 9-0-0 14-3.8 19-7-0 I 9.40 5-3-8 5.3-8 Plate Offsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.16 2.9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.03 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.0.9 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.11.2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=898/0.3.0, 2=1001/0.8.0 Max Horz 2=224(load case 3) Max Uplift7=•306(load case 3), 2=.372(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1570, 3.4=•1216, 4.5=-1122, 5.6=0, 6.7=-190 BOT CHORD 2.9=1428, 8.9=890, 7-8=890 WEBS 3.9=-336, 4.9=111, 5.9=286, 5.8=104, 5.7=•1105 NOTES, 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 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 2) Provide adequate drainage to prevent water Ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 7 and 372 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard P..I No. 45161 O •s STATE OF V L September 11,2 C A WARNING - VerW design parameters and READ MOTES ON THIB AND REVERSE 3ME BEFORE USE. Design valid for use only with Ml1ek connectom This design is based only upon parameters dawn- and is for an Individual building component to be installed and loaded vedlcaty. Appioabity of deign parameters and proper Incorposafbn of component is retponsbity of building designer -not Inns designer. Bracing shown is fa lateral support of Individual web members only. Additional temporary bracing to hwre dabity during construction is the responsbity of the erector. Additional permanent brbcklg of the overall shucture is the responsbity of the building designer. For general guidance regarding fabrication. Quality con tfol donoge, delivery, erection and broaklg, con sun OST-W Quality Standard, DSI.89 Bracing Spec fkatbn, and HIS-91 M iTek® Handlingq Indoaand Sractrlg Recommendation available from Trust Plate Institute. 583 D'Onoftb Drive. ModIsm WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 70 2. Cut members to bear tightly against each ct other, o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane from outside edge of o d ° " CL at joint locations. truss avertical web. trussando Unl 4. ess otherwise noted, locate chordsplices at 14 length 6' from paneladjacent oint. BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility PtYof truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 engineer. MiTek® 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019, 019 HMR0-AIR ® Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 Y Y RTON 11350831 DR1965E C1 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) s ug 22 2001 Milek Industries, Inc. Tue Sep age 4.9.14 9.0.0 14-4-o 1-0-0 4-9.14 4-2-2 5.4-0 Scale = 1:26.0 4x6 = 3x4 = 4 5 5.00 12 2x4 3 0 2 1 7 6 3x4 = US = 2x4 11 I 9.0.0 I 14-4-0 I 9-0-0 5-4-0 LOADING (psf) TCLL SPACING 2.0.0 Plates CSI DEFL in (loc) I/deft i7 PLATES GRIP 30.0 TCDL 7.0 Increase 1.33 Lumber Increase 1.33 TC 0.36 BC 0.37 Vert(LL) .0.02 >999 Vert(TL) .0.14 2.7 >999 M1120 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 72 lb 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 9.4.12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=651/Mechanical, 2=754/0.8.0 Max Horz 2=224(load case 3)) Max Uplift6=-234(load case %, 2=-286(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=14, 2.3=.972, 3.4=-594, 4.5=.544, 5.6=-601 BOT CHORD 2.7=884, 6.7=0 WEBS 3.7=-366, 4.7=-125, 5-7=681 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC:/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 6 and 286 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard xp;E 8UD No. 4.51&1 e 0 SPATE OF ,• S'' 4' O R t0*•`c1L s%L September 11,2 901 AWARNING - verify deeiyrt parameters and R&W NOTES ONTWS AND IREVERSE SmE DEMIM EM. 0 Deslgn valid br use onty with IhMak connectors. This design is based oNy upon parameters dawn, and is for an krdlvtduat binding component to be installed and boded vertloalify. App/cablitly of desgn parameters and proper I ,aporafbn of component is resporablty of buidlrq designer - not truss designer. Bracing shown is for lateral support of krdlvtdlrol web members only. Additional temporary bloc ttg to Yrswe stability during construction is the responsbity of the erector. Addlttorarais t permanentbclloftheoverallstructuretheresporabVy of the binding designer. For general guidance regadli g fabrbafbr% quoBly antra storage, delivery, election and bracing, cons car-ae Standard. 039-89 Bracing SpeelteattoM and HI.-91 HandIling trsoenit fand irackqRecommendation avaeW ae horn TrussPlate InslRute, 663 D'Onobb Drivtd e, adbon, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a 0 Q For 4 x 2 orientation, locate 0 plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, - erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 MYDRO,A/R Job russ Iruss I ype JUNAIDIE BUDIMAN PE #45161 Q y y 11350832 DR1965E CG 16472 Segovia Cir. N. FINK Pembroke Pines. FI 33331-4627 1 1 o tional n us rsugie yes, Inc. I ue bep age 1.0.0 4-2-13 7-5.0 10.7-3 14-4.0 14-10-0l 1-0-0 4-2-13 3.2-3 3.2-3 341-13 043-0 Scale = 1:26.1 4x6 = 4 5.00 F,2 2x4 \\ 2x4 3 5 6 2 l US = 9 9 7 10 3x4 = 3x4 = US = 53.9 9-6-7 14-4-0 14-10-0 5-3-9 4.2-15 4-9.9 0." l`lateUffsets(X,Y): LOADING (ppsf) SPACING 2.0.0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.12 2.8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.16 2.8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.9.10 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6.1.7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1481/0.2.1 (input: 0.1.8), 6=1454/0.2.0 (input: 0.1.8) Max Horz 2=57(load case 3) Max Uplift2=-806(load case 4), 6=-787(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2=33, 2.3=-2532, 3.4=-2363, 4.5=•2237, 5.6=-2372 BOT CHORD 2-9=2312, 8-9=2312, 7.8=1553, 7.10=2127, 6-10=2127 WEBS 3.8=.312, 4.8=1017, 4.7=816, 5-7=•189 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) WARNING: Required bearing size at joint(s) 2, 6 than input bearing size. greater 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 806 lb uplift at joint 2 and 787 lb uplift at joint 6. 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) 750.71b down and 512.9Ib up at 3.1.4, and 766.01b down and 569.61b 11.8.12 bottom Design for is delegated buildingupatonchord. unspecified connection(s) to the designer. prLOADCASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ` .••'lFl'''. 4. /jiUniformLoads (plf) •.4(, Q Vert: 2-6=-20.0, 1.4=•74.0, 4.6=.74.0 Concentrated Loads (lb) Vert: 9=-750.7 10=.766.0 } N0.4•Jlsl STATE OFto1 ss%Nay.' September 11,2 C AWARMNO - Verl;fjT design patnmsters and READ NOTES ONTB7S AND REVERSE SWE BEFORE USE. Design valid tot use only with MITek connectors This design is based only upon parameters dawn, and It fa an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponsRNYty, of building designer - not truss designer. Siccing shown is tot lateral support of Individual web members only. Additional temporary bracing to Irnuie debility duilig construction is the iesponslbmly of the erector. Additional permanent biactrq of the overall structure is the rosponsibillily, of the building designer. For general guidance tegaiding fobrkatlon, Quality control dotage, delivery, election and bracing, consull GST-W Ouotlty Standard, OSI.50 Iractng Spectfleallon, and 111I.O1 M iTe k® Handling Installing and Siccing Recommendation available from Truss Rate Institute, 693 D'OnOhM loDrive, odbon. WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 113i. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 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 81, securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each T c2 c other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , a cc joint and embed fully. Avoid knots and wane plates 1/8"from outside edge of o d ° V at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords laces at I/4 Len th 6 from ce w cb I panel adjacent oint, 9 (+ 1 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 Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second In all respects, equal to or better than the dimension Is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 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 engineer. MiTek® 15. Care should be exercised In handling, - PANEL TM erection and Installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM019,019 KMRO,A/R® Job russ cuss ype JUNAIDIE BUDIM 5161 ty y 16472 Segovia Cir. N. 113508 DR1965E D ROOF TRUSS Pembroke Pines, FI 33331-4627 3 1 optional) Inc. r e Industries, Inc. 4.201 1 s un 82001 MiTek Industries Tue Sep 11 1 :1 0 1-0-0 4-3-0 8-6-0 9-6-0 1-0-0 4-3-0 4-3-0 1-0-0 Scale = 1:17 4x6= 3 5.00(-1'f 4 2 LJ 5 I' 3x49AIN VN 7:hc411 6 3x4_- 0-10-10 a-1-$ 4-3-0 7-6-0 f 8 0-10-10 0-2-14 3-1-8 3-3-0 1-0-0 Plate Offsets 2:0-2-15 0-1-8 4:0-2-15 0-1-8 LOADINGIpsf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) 0.03 2 >505 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.03 2 >430 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Vdefl = 360 Weight: 32 lb LUMBER BRACING TOP CHORI32 X 4 SYP No.2D TOP CHORDSheathed or 6-" oc pudins. BOT CHORD? X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTION$b/size) 8=482/0-3-0, 6=473/Mechanical Max Hor8=12(load case 3) Max UpliB=-402(load case 4), 6=-394(load case 4) FORCES(lb) - First Load Case Only TOP CHOORDI-2=28, 2-3=-211, 3-4=-210, 4-5=28 BOT CHORD?-8=126, 7-8=126, 6-7=126, 4-0=126 WEBS 3-7=-143 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the Wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft With exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 8 and 394 lb uplift at joint 6. 5)This truss has been designed with ANSI/fPI 1-1995 criteria. LOAD CASE(S$tandard IiFic*'-. No. 45161 0- =. STATE OF .` AL A WA&M O - V rW design paratnetem and R&W NOMS ON TMS AND REVZR86 SME BEMRS VW. =n! ® Design valid for use only with Mllek connectors. This design b based only upon parameters dawn, and Is for an IndMduol building component to be Installed and looded vertically. Applicability of design parameters and proper Yreorporation of component Is responsibility of building designer - not truss designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure dabMty during construction Is the responsibility of the erector. Additional permanent br>Sckrg of the overall structure Is the rospons ty of the building designer. For general guidance regarding fabrication, quay controL storage, deNery, etectlon and bracing, consult OST-BB Quality Standard. D3111-80 Sroeft SpeclBcatlon, and XIS-01 M iTek® Handling lnstalWm qandSrocbpRecomendatlonavailable from Truss Role Institute, 593 D'Onoftlo Drive, Madison, WI5371 V. Symbols . PLATE LOCATION AND ORIENTATION V/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 17-117 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 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, 49224e SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CLIP FORM018.019 HMRO,A/R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y TON 11350834 DR1965E D3 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines. A 33331-4627 1 1 optional) s wig 22 ZUU1 Mi I eK industries, Inc. Tue Sep age 1-0-0 3.40 5S-0 8.6-0 9-6-0 1.0.0 3-0.0 2.6.0 3.40 1.0.0 Scale = 1:17.6 6x6 = 6x6 = 3 4 5.00 12 r 12 1t 5 2 61a 3x4 = 3x4 = 9 8 2x4 II 2x4 11 1 1.0-0 3.0.0 f 5.6.0 7-6-0 6-6-0 i 1.0.0 2-0-0 2-6.0 2.40 1.0-0 Plate Offsets LOADING (psf) SPACING 2.0.0 CSI DEVIL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) 0.04 8-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.04 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 7 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 34 Its LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 6.0.0 oc purlins. 3-4 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 10=511/0.8.0, 7=511/0-8-0 Max Horz 10=9(Icad case 3) Max Uplift 10189(load case 3), 7=•389(load case 2) Max Grav 10=522(load case 5), 7=522(load case 6) FORCES (Its) • First Load Case Only TOP CHORD 1.2=28, 2.11=-235, 3.11=-234, 3-4=-153, 4.12=-234, 5.12=-235, 5-6=28 BOT CHORD 2.10=162, 9.10=162, 8-9=153, 7.8=162, 5.7=162 WEBS 3.9=.81, 4.8=-81 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It 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, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water Ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 10 and 389 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Girder carries hip end with 3.0.0 end setback 7) Special hanggers) or connection(s) required to support concentrated load(s) 70.5Ib down and 66.51b up at 5.6.0, and 70.51b down and 66.51b up at 3.0.0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 C p D UniformLoads(plf) SkFIc 1PVert: 1.2=-74.0, 2.11=-14.0, 3.11=-74.0, 3.4=-80.2, 4.12=.74.0, 5.12=-14.0, 5-6=.74.0, 9.10=-20.0, yL .•t 8-9=-21.7, 7.8=.20.0 Concentrated Loads (lb) Vert: 9=.70.5 8=-70.5 rill. 4.516a 0 STATE OF R Io aNA1. September 11,2001 A WARAANG - ver(& design yarcusseters and R&W NOrTSS ON TBiS AND JtEVERS6 Sma Bir"RE USE. Design void for use onty with MITek connector. This design Is based only upon porameten shown, and b for an IndlAdual building component to be palInstoiledandloadedvertically. Applicability of design arameten and proper IncorporationIslbmofcomponentresponsty of bu0dhg designer - not truss designer. Bracing shown b for lateral support of Individual web member only. Additional temporary broekq to Insure stability duiing construction Is the responsibmty of the erector. Additional permanent brbckp of the overall shucture Is the rosponslblmy of the building designer. For general guidance regarding fabrication, quality control storoge, delivery, erection and broctrrg, consuB OST-ail Oualtly Standard, DSI-SC Sraclrq Specification, and HIS-91 M iTek® Handling Installing and Srocbtg Recommendation available om Truss Plate institute, titute, 383 D'OnohDrove. Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat. A„ 0 QL7"'*For 4 x 2 orientation, locate 0 plates I/B" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE IOWESTJOINT MrTek/Gang-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, WWI SI! AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, - erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016.010 NMRO,WR ® Aob russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350835 DR1965E E ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627 optional) s ug 22 2UU1 Milek Industries, Inc. I ue Sep age I 4-3-0 8-6-0 4-3-0 4-3-0 US = Stale = 1:21.4 5.00 12 2 3x4 i 3x4 1 e r LA 6 5 4 2x4 11 3xa = 2x4 I I 4-3-0 8-6.0 4-3-0 4-3-0 LOADING (psf) TCLL SPACING 2-0-0 CSI DEFL in (lot) I/defl PLATES GRIP 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 46 lb 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 BUT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=386/Mechanical, 4=386/Mechanical Max Horz 6=-9(load case 2) Max Uplift6=-123(load case 4), 4=-123(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-275, 2.3=•275, 1.6=.345, 3.4=•345 BOT CHORD 5.6=0, 4-5=0 WEBS 2.5=-92, 1.5=268, 3.5=268 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed 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 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 6 and 123 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard p it ci R r No. 4.51s1 0'. STATE OF c % ,c • O . V.V* O`YIrIL. Gam' September 11,21101 A WARNING - Ver(fy design parameters and READ N TT S ON TMS AND REVERSE SIDE BEFORE USE. Design valid lot use only with Mllek connectors. This design Is based only upon parometem dawn, and is for an Individual bu9tlkg component to be hstatied and loaded venicaiy. Applicability of design parameters and proper Wimporatlon of component is iesponslbilty of building designer - not truss designer. Bracing shown k fa lateral support of hdMdual web members only. Additional temporary bracing to insure stability duing construction is the iesponsfbOy of the erector. Additional permanent btaeing of the overall structure is the tosponstbitty of the building designer. For general guidance regarding fabrication, quality control. storage, delvery, erection and bracYg, consult 087-W Quality Standard. DSS-fig Bracing Speclflcatlon, and Ills-91 Handling installing and Srocing Recommendation avaSable from Truss Plate Institute. 5183 D'Onofrlo Drive, Madison, WI03719. M iTe k® 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„ ,A„ cc 0 0 For 4 x 2 orientation, locate plates I A" from outside edge of ao truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019® MYt%R0-/iIR Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y RTQN 11350836 DR1965E , E3 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines. F133331-4627 1 1 optional) s kug 22 ZUUI Milek lnclustries`,-nc. ue ep age 3.0.7 5.5.9 8-6-0 3-0.7 2-5-2 3.0.7 6x6 = 8x8 = Scale = 1:19.0 5.00 F12 2 9 10 3 4 3x4 N r ET LA 8 7 11 12 6 30 = 5 2x4 11 3x4 = 20 11 3-0-7 5.5.9 8.6-0 3-0-7 2-5.2 3-0.7 Plate Offsets LOADING (psf) TCLL SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) 0.01 6.7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.11 Vert(TL) -0.01 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/dell = 360 Weight: 47 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D "Except` TOP CHORD Sheathed or 6-0.0 oc purlins, except end verticals. 2.3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=424/Mechanical, 5=424/Mechanical Max Horz 8=-6(load case 2) Max Uplift8=•362(load case 4), 5=•362(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2=-416, 2.9=•345, 9.10=•345, 3.10=•345, 3.4=.416, 1.8=•387, 4.5=•387 BOT CHORD 7-8=50, 7.11=345, 11-12=345, 6.12=345, 5.6=50 WEBS 2.7=-69, 3.6=-69, 1.7=330, 4.6=330 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC:/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 8 and 362 lb uplift at joint 5. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated loads) 69.91b down and 74.41b up at 3.0.7, 3.61b down and 40.1Ib up at 3-9-12, and 3.61b down 40.11b 4.8-4, 9.91b down 74.41bandupatandand up at 5.5.9 on top chord, and 17.31b down and 74.Olb up at 3.0-7, 7.71b down and 49.91b up at 3-9.12, and 7.71b down and 49.91b up at 4.8.4, and 17.31b down and 74.01b up at 5.5.9 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 13l fD LOADCASE(S) Standard IF%C1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-74.0, 2.3=-74.0, 3.4=-74.0, 5.8=-20.0 Concentrated Loads (Ib) f NO, 4.5 siVert: 2=-9.9 33=-9.9 7=•17.3 6=-17.3 9=•3.6 10=•3.6 11=•7.7 12=-7.7 Y STATE OF t Ril ONA1. AIVARNDVO - Veryk design pasametem and RzAD NOTES ONTffis AND RE1/zRBz SIDE BAmRE USd. 0 Design valid tot use only with Mlfek connectors. Thb design Is based only upon parameters shown, and b fa an Individual building component to be Installed and boded venbally. AppSeabllty of design parameters and proper Incorporation of component If responslbmty of buldi ng designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Addttbnal temporary bracing to Insure dabmty during construction b the responslbillty of the erector. Additional permanent dbcing of the overall structure Is the responstWilty of the building designer. For general guldonce regarding fabrication, quality control storage, delvery, erection and bracing, consult CST-8a! OuaMy Standard, DSI.89 tracing Spectftcatbn, and HIS-91 M iTe k® Handling tndaUUM and Sroatng Qecommendatlon ovallable ftom Truss Plate Institute, 583 D'Onctrb DrivMn, e, odboW153719. 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, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c3 other. VVEBSNC6 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 ;, ,¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a X at joint locations. truss and vertical web. o a4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromuC, o panel 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 AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chat. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension Is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 engineer. MiTek® 15. Care should be exercised In handling, - PANEL TM erection and Installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 NMRO,A/R® L pob russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y HUHI UN 11350837 DR1965E FG ROOF TRUSS 16472 Segovia Cir. N. 1 2 Pembroke Pines, FI 33331-4627 optional) s ug 22 ZUUI Milek Industries, Inc. Tue Sep age 3-5-8 &11-0 3.5.8 3-5-82x4II4x6 = Scale: 12'=1' 1 4x6 = 7 2 8 3 9 10 5 11 4 2x4 11 6x8 = 2x4 11 3-5-8 B-11-0 3.5-8 3.5.8 LOADING (psf) SPACING 2.0.0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 5.6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.18 Vert(TL) -0.02 5.6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 118 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0.0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BUT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1814/0.1.8, 4=2288/Mechanical Max Uplift6=-905(load case 2), 4=-1152(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-1615, 1-7=•1335, 2.7=•1335, 2.8=-1335, 3.8=-1335, 3.4=•2073 BOT CHORD 6.9=0, 9.10=0, 5.10=0, 5.11=-0, 4.11=0 WEBS 1.5=1954, 2.5=.1012, 3.5=1954 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the right is exposed and the left is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 905 lb uplift at joint 6 and 1152 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) 2-ply truss to be connected together with 10d Common( 148'x3') Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0.9.0 oc, 2 X 6 - 2 rows at 0.9.0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0.9.0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9.0 oc. 8) SpPecial hanger(s) or connection(s) required to support concentrated loads) 452.O1b down and 266.11b upat 2.5.12, and 452. OIb down 266.11b 4.5.12, andupatand 452.0Ib down and 266.11b up at 6.9.4 on top chord, and 88 71b down and 27. 21b up at 1.0.1, and 1411.61b down and 789.91b up at 2.11.12, and 623.31b clown and 242.21b up at 4.11.12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 10113 l f 1) Regular: Increase=1.33, Plate Increase=1.33UnifoJ PIFr'C'q Loads Vert: 1. 3=-74.0, 4.6=-20.0 ':••' r'••i Concentrated Loads ( Ib) Vert: 3=- 452.0 7=-452.0 8=.452.0 9=-88.7 10=-1411.6 11=-623.3 - * •' N0, Q. rj js1 0 •. STATE OF r° V September 11, 2001 A WARhMVG - VerW design parameters and READ N07ZS ON TBM AM RE VERSE SmE BEPORE USE. ® Design void lot use only with MITek connectors. This design Is based only upon parameters dawn, and I fa an Indlvldual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component If resporoblity of bulldkng designer - not truss designer. Bracing shown Y for lateral suppod of IWlvldual web members only. Additional temporary bracing to Insure stability during construction Is the responsRrily of the erector. Additional permanent brbcing of the overall shuclute Is the tcsponsbity of the building designer. For general guidance regarding fabrication, quaiy conholl. storage, deWery, efectbn and bracing, consult QET-W Qualify Standard, OSI•89 Bracing Specification, and XD-91 MandlI ng hts! Mrna and Bracing Recontmerviallonavailable ham Truss Plate Instltute, 889 D'Onoab Drlve, Madison. WI63719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. a J2 J3 J4 owner and all other interested parties.. T TOP CHORDS 2. Cut members to bear tightly against each C7 G other. O WEBS , J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Qv ; '' ; joint and embed fully. Avoid knots and wane plates /e"from outside edge of o_ a y V at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromcuC, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 engineer. MiTek® 15. Care should be exercised In handling, PANEL TM erection and Installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 HMRD,AZR® 1 JQb russ I russ ype JUNAIDIE BUDIMAN PE #4516 Y Y HOHION Ds1965E fJ 16472 Segovia Cir. N. ROOFTRUSS 20 1 11350838 Pembroke Pines, FI 33331-462 optional) s Aug 22 2001 Me]ek Industries, Inc. I ue bep age t o 0 7-0-0 1.0.0 7-0-0 3 Scale = 1:18.2 5.00 12 2 4 2x4 = 7.0.0 7.0-0 LOADING (psf) SPACING 2-0.0 CSI DEVIL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.20 1.2 >85 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0.8.0, 4=66/Mechanical Max Horz 2=181(load case 4) Max Uplift 3=- 1 54(load case 2), 2=•182(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2.3=75 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7.93 per SBG/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 3 and 182 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard ptE 13 t ' 1a. 45161 0': STATE OF L September 11,21101 A WARKIING - Ver(& design parameters and READ NOTTTS ON TWS AND REVERSE SIDE 9E"RE USE. Design valid be use only wah MITek connectors. This design is based only upon parameten dawn• and is for an IndWuol bulldlrq component to be Installed and loaded vedleally. Arr", bVy of design parameters and proper Incorporatbn of component b tegmnsbWy of buShcrq designer -not tnm designee. Noting dawn is lot lafetal anpporl of ktdlvldual web membefs only. AddBbnal temporary btockq to Inoue dobMy durkq condructbn is the responsbSlty of the etectot. Additional permanent Imlie g of the oveml drudute b the rosponsbdly of the building designee. For genetal guidance regaedhg labrbatbm quality conhol. storage, delivery, etedbn and dacYq, consult QST-W CuaQy Standard, 088-89 Sracbsg Spec111catlom and HIS-91 HandlingbW Mna and Bracing Qeeamendaslon av8abffb alshamTrussPlateInstitute, 583 D'OnoDelve, Modism WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at length(+ 6" fromuVC6panel 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 MtTek/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, 401 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 engineer. M iTek® 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.010 HMRO,AZR0 Job russ runs ype JUNAIDIE BUDIMAN PE #45161 Y Y RION DR1965E J21 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 2 1 11350839 optional) s Nug 22 2UU1 Milek Industries, Inc. Tue Sep age i -1-0-0_r0-3.81 2-7.8 1 0-8-8 0.3.8 2-7.8 3 5.00 f 12 Scale = 1:15.5 3x4 i 2 1 4 2x4 11 2 7.8 3x4 = k3-81 I 0.3.8 2.7-8 LOADING (Dsf) SPACING 2.0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) 0.00 4-5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11.0 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 (lb/size) 3=67/Mechanical, 5=225/0-1.8, 4=25/Mechanical Max Horz 5=93(load case 4)) Max Uplift3=-34(load case 2), 5=-138(load case 4), 4=•103(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2.3=19, 2.5=-200 BOT CHORD 4.5=0 WEBS 2.4=•0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topdeadloadchordand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC:/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3, 138 lb uplift at joint 5 and 103 Ib uplift at Point 4. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard No. 451fi1 iSTATEOF ,• R t0'„ September 11,2 01 A WARMC; - verW design parameters and RFAO NOMS ON 1WS AND REVEPW SWE BEMRB USE. Design valid bf use only with MRek connectors. This design Is bated only upon parameters drown. and is tar an lndivlduat buldkq component to be installed and loaded verttoaly. App/cabity of design parameters and props ksoorpotatlon of component is respmsitomy of building designer - not truss designer. Bracing drown is far lotetal support of Individual web members only. Additional temporary bfoehg to Irtsufe dabMy during condructlon b the responslbpty of the efector. Addlllonal pmmanent bibekp of the overall structure is the responsibility of the building deignner . forgealguidance regarding fobrlcotbn. Quady conhot storage, detvery, eteelon and brack,g. carsulf CST-55 o,l yStandard. OS I-89 Bracing Speeillf:0 0% and 111.-01 NondOrsg tnstG6sg oand11raCklg m Oecomendatlon aVallobhb ham TrussPlatedttute, 593 D-Onohlo Drive. Madison. Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates/e" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HMPO- R0 Job russ I russ 1 ype JUNAIDIE BUDIMAN PE #45161 y Y HORTOINV DR1965E . J3 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI33331-4627 3 1 11350840 optional) s ug 22 20011V r e n us rles, Inc. I ue Sep age 1.0.0 1 3.0-0 1.0.0 3-0-0 3 Scale = 1:9.5 5.00 12 2 1 2x4 = 4 1.0-0 ix3.0-0i 1.04) 0.4-0 1-8-0 LOADING (psf) TCLL SPACING 2.0-0 CSI DEFL in (loc) I/dell PLATES GRIP 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) 0.04 2 >318 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) .0.05 2 >278 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 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=95/0.1.8, 4=-114/0.1.8, 5=373/0.3.0 Max Horz 5=97(load case 4) Max Uplift 3=-57(load case 2), 4=•114(load case 1), 5=-311(load case 4) Max Grav 3=95(load case 1), 4=68(load case 4), 5=373(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1.2=28, 2.3=29 BOT CHORD 2-5=-0, 4.5=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3, 114 lb uplift at joint 4 and 311 Ib uplift at Joint 5. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 0 it FEE 183 c;. do No. 4.5161 Y 0'.. STATE OF ANAL September 11,2 01 AwARmNG - ver W design pamrneten and REm Nons oN Tws AND 1ievmm erns BZMRZ use. asio!® Design valid lot use only with buret connectors. Ths design Isbased only upon Parameters drown, and Is lot an Individual building component to be instated and boded vertbaty. Applicability of dedgn parameters and proper kxxxpowfbn all component is iesponsbMy of building designer - not truss designer. 8roctng drown Is for lateral suppod of kWAAdual web members only. Additional temporary bacing to insure stability during Condructbn Is the responsfbOy of the erects. Additional permanent tX1WIr of the overall structwe It the respondlMy of the building designer. For general guidance regadkng labrbatbn. quatly Control dsage, deNery. erection and bracing, osuutl CST-W Quality Standard. DS/-89 IrocI ng Speclllcatlon. and HII-91 XandWq kuiamm and Iroctng Reeamrrnernd Mon ovolMabfrom Truss Plate hslMde. 583 D'Onobb Drive. Modkn, oWI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 Q other, o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, , Q joint and embed fully. Avoid knots and wane plates r/a"from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at r/4 length(+ 6" from ce C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 HMRO.AIRO I o russ Iruss I ype JUNAIDIE BUDIMAN PE 945161 y y 11350841 DR1965E JG MONO TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 optional) s kug 22 2001 Milek Industries, Inc. I ue ep age 1.0.0 343-2 7-0.0 1-0.0 3.6-2 3.3.14 2x4 II Scale = 1:20.1 3 5.00 12 5- 2 6 4 3x6 = 2x4 II 7.0.0 i 7-0-0 Plore ses LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.55 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.15 1.2 >112 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 33 lb 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 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=280/0-1-8, 2=361/0.8.0 Max Horz 2=182(load case 3) Max Uplift4=•116(load case 3), 2=•184(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2.5=-80, 3.5=67, 3.4=•218 BOT CHORD 2.6=0, 4.6=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 184 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 61.81b up at 1-8-0 on top chord, and 13.01b up at 1.8.0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Q Vert: 1.3=-74.0, 2.4=-20.0 Concentrated Loads (lb) Vert: 5=61.8 6=13.0 No. 45161 . STATE OF O R lo'''` ss QMA1. • September 1 1,2C a A TVARNINO - Der(V design parameters and READ NOTES ON TBIS AND REVERSE Lima BEFORE USE. Design valid for use only with Met connectors. This design t based only upon parameters drown, and Y for an Individual building component to be installed and loaded vedbafy. Applicability of design parameters and proper IrneorpoKdbn of component Y resparsblity of butdYng designer - not in= designer. Bracing shown Y for lateral support of hdvtdual web members only. Additional temporary bractrp to Insure stability during construction Is the responsbaty of the eroctor. Addtbnd permanent brbcliM of the overall stnictuse It the iesponsbey of the bukMV designer. For general guidance regarding fabrication, quality conhol dorage, deWery, erection and tx-1 g, canwf M-All Dually Randard, Dff-A9 Bracing fpectbatlon, and NU-91 M iTek® Ilan®rng IrnrI Ow and trocYng NPlate QeaamrrnenddlonavablefromTrussYMfWe, b63 D'Onofsb Dil e, ModkoM WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz c other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates I/B" from outside edge of o_ a ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 114 length(* 6" from ce at panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead toad deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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'^ NYOR01:1 R Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y HORTON 11350842 DR1965E JG1 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627 SRI-s-Nug222001 optional) Milek Industries, nc. ue ep age 2-11.8 6.11.0 2-11-8 3-11-8 Scale: 1'=1' 6x10 = 6 3 2x4 II 2 5.00 12 1 5 2x4 II 7 4 3x4 = 4x6 = 2-11-8 6.11-0 1 2-11-8 3-11-8 LOADING (psf) TCLL SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) 0.04 4.5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.04 4.5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) •0.01 4 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D -Except- TOP CHORD Sheathed or 5.5.5 oc purlins, except end verticals. 2.3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6.10.9 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=682/0.7.0, 4=786/Mechanical Max Horz 1=57(load case 3) Max Uplift 1=•526(load case 3), 4=-557(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=-1377, 2.6=2, 3.6=.2, 3.4=•148 BOT CHORD 1.5=1223, 5-7=1318, 4.7=1318 WEBS 2.5=678, 2.4=•1382 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC:/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 526 lb uplift at joint 1 and 557 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 56.41b down and 256.31b up at 2.11-3, and 11.61b down and 126.51b at 5 0.1 top 421.51buponchord, and down and 371.811b up at 2.11.8, and 368.91b down and 133.41b up at 4.11.12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard tf1) Regular: Lumber Increase=1.33, Plate Increase=1.33 \9tIFE 183UniformLoads (plf) Vert: 1.2=-74.0, 2.3=-74.0, 1.4=-20.0 J SlF%+•• i QConcentratedLoads (lb) ' •. 'i, ?iUVert: 2=•56.4 5=-421.5 6=•11.6 7=•368.9 % No, 45161 Or • O : SITATE OF e t 6.0 , • hstme". AL September 11,2001 AwARma - verW designs parameter and R&w xorss oN rms Am Rcvmw sma 9EPORs um. Design valid for use only with Mlfek cornnec 0M This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and landed vertlaally. Applicability of design parameters and proper Incorporation of component Is responsbl9ty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Addltlandl temporary brockp to knsure stability during construction Is the responslbSlty of the erector. Additional permanent brbetrng of the ovoid$ structure Is the reaponslbRlty of the bullding designer. Far general guidance regarding fabrication, quality control, storage, deBvery, election and bracing, consult OST-55 Quality Standard, D311-89 Bracing Spectficatlan, and NU-Cl M iTek® Handling Irutalling and Arcking Recommendation available from Truss Plate Institute, 583 D'Onohla Drive, Madison, W1 5371V. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 0 plates 1 /8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. 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 0$ 00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc FORM016.019 GANG-"""L. ® ifMRO,AW Job russ Truss ype JUNAIDIE BUDIMAN PE #45161 Y Y HION DR1965E JG2 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 11350843 optional) s ug 22 U01 Me]ek Industries, nc. ue ep age I 2-11.8 6-11-0I 2-11-8 3.11-8 Scale: 1'=1' 6x10 = 6 3 2x4 II 2 5.00 12 Ll Yr 1 5 2x4 11 7 4 3x4 = 4x6 = 2-11-8 6•11-0I 2-11-6 3.1 " LOADING (psf) TCLL SPACING 2.0.0 CSI DEFL in (loc) I/dell PLATES GRIP 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) 0.04 4• >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.04 4.5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 5.6.0 oc purlins, except end verticals. 2.3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7.2.2 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=668/0.7.0, 4=771/Mechanical Max Horz 1=57(load case 3) Max Uplift 1=•482(load case 3), 4=•500(load case 3) FORCES (lb) - First Load Case Onlyy TOP CHORD 1.2=-1349, 2.6=2, 3.6=-2, 3.4=•140 BOT CHORD 1.5=1197, 5-7=1293, 4.7=1293 WEBS 2-5=685, 2.4=•1356 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 482 lb uplift at joint 1 and 500 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) SpPecial hanger(s) or connection(s) required to support concentrated load(s) 37.11b down and 204.51b up at 2.11.3, and 77 91b up at 5.0.1 on top chord, and 423.61b down and 371.81b up at 2.11.8, and 372.31b down and 133.41b up at 4.11.12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. C 1 f xv, BUD` LOAD CASE(S) Standard -`_ 1) Re ular: Lumber Increase=1.33, Plate Increase=1.33 J ,'t IIFIC,;.,"iA" Uniform Loads z• "vpIf) •'G' P Vert: 1- •74.0, 2.3=-74.0, 1.4=•20.0 Concentrated Loads (Ib) * Vert: 2=•37.1 5=-423.6 6=3.1 7=•372.3 %• +!0, Q•J sy STATE OF ANAL September 11,290 AwAiltmNa - verft design pammdem and READ Norlss oN ims Am iwm&Rs6 smL saroRa us6. 0 Design valid br use only with MITek conneclat This design Is bated only upon patometem drown, and 4 for an Individual building component to be Installed and k+oded vedlcalliy. Applicability of design parameters and proper heaporatkxt of component Is respombillily of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary broeIng to Insure stability during construction Is the responsibility of the erects. Additional permanent brbcing of the overall structure Y the responsibility of the building designer. For general guldance regarding fabrication, quality control storage, deNery. erectlon and bracing, consuit CST -ISO CuaIDy Standard. 039-80 Bracing Speetfleallon, and 111111.01 M iTek® Handling tnttaSp inlnandBracingRecommendation available blefrom Truss Plate Institute, 583 D'OnoDrive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. D For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. a mi! WWI AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HMRO-AfR® Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y yTON 11350844 DR1965E K 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI33331-4627 6 1 optional) s ug 22 2UU1 Milek Industries, nc. ue ep age 1-ao s.o-o 1-" 5-0-0 3 SmIe = 1:14.1 5.00 F12 2 1 4 2x4 = 5.40 5-" LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.05 1.2 >358 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hor•z(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 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=155/Mechanical, 2=335/0.8.0, 4=46/Mechanical Max Horz 2=139(1oad case 4) Max Uplift3=-100(load case 2), 2=•166(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=29, 2.3=50 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/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 100 lb uplift at joint 3 and 166 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard ptE 8(lDl/f No. 4.5161 ST'AiE OF RID V.VC OA Lw September 11,2 01 AWARNTNO - Ver(& design parameters and READ !VOTES ON THIS AND REVERSE Sma BEFORE USE. 0 Design valid br use only with MiTek connectors. This deign Is based onty upon parameters dawn. and is too an I dtvldual building component to be hstatled and boded vertlooty. Apptcabity of design parameters and proper heaporatbn of component is responsbity of burping designer - not huss designer. Bracing dawn is for lateral support of hldlvldual web members only. Adddbnal temporary bracing to hwre stability during construction is the responslbity of the erector. Addtbrral permanent brackp of the overall structure is the nrspordbity of the building designer. For general gudonce regardh g fabrlwtbn, quality control, storage, deNery, erection and bracing, consult OST-116 Quality Standard, D0111-89 Iroclrq Specifbatlon, and Nit-91 andntal Una and Bracing QeeammnedallonavaSb from TrussfroTrussPlate Institute. D'Onofrb n, Drive, MadisoWI63719. MWqtrM iTek® Symbols PLATE LOCATION AND ORIENTATION 13/' * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate v plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. T~ PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead toad 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. FORM019,019 awa"n'aL ® HYDRO -AIR Job russ I russ type JUNAIDIE BUDIMAN PE #45161 y y DR1965E L ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 6 1 11350845 optional) s Wig 22 ZUU1 Milek Industries, nc. ue ep age 10-0 3-0-0 1-0-0 3-" 3 Scale = 1:9.5 5.00 F12 2 1 4 i 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) 0.02 1 >977 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0.8.0, 4=26/Mechanical Max Horz 2=97(load case 4)) Max Uplift3=•39(load case %, 2=-158(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=29, 2-3=-54 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 It end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 158 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 10,E 13UQ,/ PIiFICq;,f'2 No. 4.5161 STATE OF .• ii0RV0.4. S aNa%' September 11,21101 A wARmNo - ver(& design parameters and RGAD Nores oN TWS AND REvERs6 ems BAMRS USE. Design void tot use only with Work conneclom This design Is based only upon parameters dawn, and It Too an Individual building component to be Installed and boded vertically. App§cabgly of design parameters and propet kaorpaalbn of component b tesporablitty of buWkp designer - not truss designer. Bracing shown Is to lateral support of krdlvldual web members only. Additional temporary brocktg to Insure stability during consttuctbn b the res)onsbMy of the *sector. Additional permanent brbofq of the overall structure b the rerpotnbey, of the bulidktg designer. For genetal guidance regardktg tabrfcolbn, qual ly conhol storage, delhery, erectlon and barckng comue GW-W Quality fxandard, DE{-Ilo tlrottbng Speerleatlon, and MI/-91 Mardsrm btrtatYrtg Ntilo andocgQec=namwtddn avofobb aom Truss Rate YrstRn ule, 583D'Onoblo Doha, Modbo , W153719. M iTe k® 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. T 0 rr O For 4 x 2 orientation, locate plates 1 /8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! WWI F ,Z& L -,® FORM018.019 ® HMRO,AZR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane oz at joint locations. a 4. Unless otherwise noted, locate chord splices o at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, - erection and installation of trusses. 1993 Mitek Holdings, Inc. r . Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350846 DR1965E L1 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines. FI33331-4627 2 1 optional) s ug ZZ ZUU I MII ek Inclustirtes, Inc. Tue Sep age too 3-0-8 1-0.0 30.8 3 Scale = 1:9.5 5.00 12 2 t 4 2x4 = 3-0-8 3.0-8 LOADING (PPsf) SPACING 2.0.0 CSI DEFL in (loc) I/defl 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) 0.02 1 >985 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/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0.8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS(lb/size) 3=7 1 /Mechanical, 2=254/0.8.0, 4=26/Mechanical Max Horz 2=98(load case 4) Max Uplift 3=-41(load case ), 2=-158(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3 and 158 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard NO 8UD y. c,'4 No. 4.5161 STATE OF to anti September 11,2 901 AwARMI G - Vor-W designs paranutors and R&W NOMS ON TMS MD JWVZRW aWZ eapoxS USE. Design valid tot use only with Welt connector*. This design is based only upon parameters shown, and b tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponslbStty of building designer - not truss designer. Bracing shown h for lateral support of Individual web member* only. Additional temporary bracing to Insure stability during construction b the responslbillty of the erects. 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, consun OST-88 Oualfly Standard, OSS-89 Brocing Specification, and Ii18-ill Handling Installing and Bracing Recommendation available from Truss Rate institute. 583 D'Onotrlo Drive, Madison. Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 0$ 01' SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and Installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 NMRO,AZR0 Job russ russ Type JUNAIDIE BUDIMAN PE #45161 y ORTON 1135084 DR1965E L24 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 o tional MiTek Industries, Inc. 1 SR,Jun 2 2001 MiTek Industries. Inc. Tue Sep 11 10 2: 200 2-4-8 2-4-8 2 Scale • 1:8 s.rx1(T! 3x611 3 3x4= 2-4-8 2-4-8 ate Offsets 1:0-M 0-1-2 1:0-5-14 0-1-4 LOADINCIpsf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 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/ANSI95 Matrix) 1st LC LL Min Udefl = 360 Weight: 9 lb LUMBER BRACING TOP CHORCe X 4 SYP No.2D TOP CHORDSheathed or 2-4-8 oc puriins. BOT CHORD2 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-M oc bracing. WEDGE Left: 2 X 4 SYP No.3 REACTION b/size) 1=114/Mechanical, 2=89/Mechanical, 3=24/Mechanical Max Hord=64(load case 2) Max Uplift=-20(load case 2), 2=-65(load case 2) FORCE$Ib) - First Load Case Only TOP CHOORDI-2=33 BOT CHORDI-3=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 SBC/ANSI95 If they If Ifperendverticalsexist, are not exposed to wind. cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 65 lb uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard 13 No. 4.5161 iSTATEOFoO••' w 0RI'D0tI. v I —I.— r r'vv r AIVARMMO - VerW design parunwten and READ MOTES ON TB7S AND REVERSE SIDE BEFORE UM. Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is far 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 tot 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 guldonce regarding fabrication• quality control storage• delivery, erection and bracing, consult OST-„ Quality Standard, OSI-BC Bracing Specification, and NIB-91 M iTek® Handlina tnstatUna and Bracing Recommenn dattaavailablefrom Truss Rate Institute. $63 D'Onohb Drive. Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. B J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each c2 c other, o WEBS J5 cc 3. Place plates on each face of truss at eacha*F,or 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane lates from outside edge of o V at joint locations. dtrussand vertical web. O o 4. Unless otherwise noted, locate chordsplices at /4 length(' 6' fromcecrcsFpanel adjacent oint, 9 (+ 1 joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension Is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension Is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins. LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised In handling, TM PANEL erection and Installation of trusses. 1993 Mitek Holdings, Inc. , CLIP FORM016,019 HMRO-AIR® 1 I ' o russ I russ I ype JUNAIDIE BUDIMAN PE #45161 Y Y pR1965E L27 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 11350848 optional) s ug I e n us rres, Inc. ue bep age 2-7-8 2.7.8 2 Scale = 1:9.5 5.00 F,2 NA VN3 2x4 = 2•7-8 i 2-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 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: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.7.8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 1=122/0.3.0, 2=96/Mechanical, 3=26/Mechanical Max Horz 1=64(load case 2)) Max Uplift 1=-24(load case 2), 2=•68(load case 2) FORCES (lb) • First Load Case Only TOP CHORD 1.2=34 BOT CHORD 1.3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 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 24 lb uplift at joint 1 and 68 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard OkE 13 IlFto; 1k No. 4.5161 STATE OF 0Ri *% S/aNAL September 11,21101 AWARMNG - VerM design pwantetsrs and READ NOTES ONTBIS AND RBYERSE tuna BEFORE USE- Design valid tot use only with Milek connectors. This design Is based only upon parameters :dawn, and b fa an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of buWhg designer - not truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure dob0ty during construction Is the responsibility of the erector. AddRbnal permanent brbcing of the overall structure Is the retponslbOy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-68 Quality Standard. DSB-89 tracing Specftatlm% and HID-91 Handling Installing and tracing Recommendation available from Truss Plate Institute, 569 D'Onotrb Drive, Madison. WI63719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c c other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Qa ' ; N joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a of joint locations. truss and vertical web. o a o 4, Unless otherwise noted, locate chord splices 4 length(* 6" fromcaVu at panel 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 AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, loeo 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 engineer. MiTek® 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORMOI B4OI V MMRO,A/R job I russ Truss I ype JUNAIDIE BUDIMAN PE #45161 y y RTUN 11350849 DR1965E r M 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 16 1 optional) s ugZZ2(JU1 Milekinclustries, Inc. luebep age t-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.7 5.00 F, 2 2 1 4 2x4 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 0.08 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 LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS ( lb/size) 3=-17/Mechanical, 2=177/0.8.0, 4=9/Mechanical Max Harz 2=57(load case 4) Max Uplift 3=- 1 7(load case 1), 2=-151(load case 4) Max Grav 3=38(load case 3), 2=177(load case 1), 4=9(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1.2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top deadload5.0 chordandpsf bottom chord dead load, 60 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, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard E It3 t' NO, 4.51s1 4c STATF OF J s% NFL September 11,2 901 A WARNING - VirW design parunwters and READ NOTES ON IMS AND REVERSE SIDE BERORS USE. Design vaUd for use only with MIIek connectas. This design b bared only upon parametem dawn, and b for on IndMdual building component to be Installed and loaded verllcaW ApplicabYty of design pafameters and proper Incorporation of component Is responsibillity of building designer - not truss designer. Bracing shown Is fa lateral support of Individual web members only. AddSbnal temporary bracing to Insure dab®ty during construction b the responslbmty of the erector. Additional permanent brbcktg of the overall structure Is the uxponsbility of the building designer. For general gul lone regarding fobrioallon, quality control storage, defy, efectlon and bracing, consun CST-51D CuaMy Standard, DSI.59 Srocdg Specification, and HIS-91 Handlingng InstoWandSrocbfg Recommendation available from Truss Rate Institute, 583 D'Onofrb Drlve, Madison, W163719. M iTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ D Q For 4 x 2 orientation, locate 0 X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® I &E , Z&@ FORM016,010 A90-NAA. ® HYDRO -AIR®' AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, - erection and Installation of trusses, 1993 Mitek Holdings, Inc. job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y yHUHI UN DR1965E M18 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI33331-4627 2 1 11350850 optional) s ug 22 2001 Milek Industries, Inc. Tue Sep age 1-0-0 3-8 1-5-4 0.8.8 03-8 1-5-4 3 5.00 52 Scale=1:13.3 2x4 11 z 1 BLOR. TO PROVIDE CONN. TO RESIST a HOR.MOVEMENT. ZZ LJ ro-2xa II 1.54 0-3-8 1-5-4 LOADING (psf) TCLL SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) 0.00 4.5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.14 Vert(TL) 0.01 1.2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.02 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC ILL Min I/deft = 360 Weight: 8lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-8.12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 3=11/Mechanical, 5=191/0.1.8, 4=7/Mechanical Max Horz 5=157(load case 4) Max Uplift3=•52(load case 2), 5=-14(load case 3), 4=•64(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2=34, 2.3=-32, 2.5=•172 BOT CHORD 4-5=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 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/ANSI95 If end verticals exist, the left is exposed and the right is not exposed. 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) 5. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3, 14 lb uplift at joint 5 and 64 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard ptE E3UD P10, 4.5161 STATE OF e O RS` ANAL L September 11,2 01 WARNING - Vert& design pasnrnstem and RLAD NOTES ON 7WS AND REVERSE SWZ BEFORE USE. Design valid for use only with MITek connectors. This dedgn is based only upon parameters dawn, and is tat an Individual buBdlrg component to be Installed and loaded vedloaBy. AppBcabity of dedgn parameters and proper hcotpotatlan of component is responsbity of building designer - not Inns designer. &acing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure dabity during condructlan is the responsmily of the erector. Addltlotat permanent btbcing of the overall structure is the rasporuWty of the building design. For general guidance regarding fabrication, quaiy contra storage, deWery, etedbn and bracing, consult CST-58 CuaRy Standard, DSB-89 Bracing Specification, and MIS-91 HandUm b W Mna and Bracing Becartlnlerldallon avatR ablefromTrussate Institute. 583 D'Onofrb Orlve. Madison, W163710. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are in Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2 J5Q3. Place plates on each face of truss at each For 4 x 2 orientation, locate ZC3other. O „ QjointX and embed fully. Avoid knots and wane plates 1/8" from outside edge of o atruss at joint locations. and vertical web. o a4. o Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) ca BOTTOM CHORDS This symbol Indicates the 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber Is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. The first dimension is the width 4 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, 401 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. a 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, M iTek® 15, Care should be exercised In handling, Ill TM t PANEL erection and installation of trusses. 01993 Mitek Holdings, Inc. CLIP FORM016,019 ago-hLAiL. ® 40b I russ russ ype JUNAIDIE BUDIMAN PE #45161 Y Y DR 1965E S 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 3 1 11350851 optional) s ug 22 2o,r e n us r-us, Inc. Tue Sep Pagel- 1-5-0 5.3.5 9.10-13 1-5-0 53.5 4-7-8 4 Scale - 8.6 3.54 F12 9 3x4 3 8 2 10 11 7 12 6 5 20 _ 2x4 II 3x4 = 53.5 9.10.13i 5.3.5 4-7-8 LOADING (psf) TCLL SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.07 6.7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) •0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) •0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 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 6.5.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=188/0.1.8, 2=634/0.11.5, 5=397/Mechanical Max Horz 2=198(load case 2) Max Uplift4=-218(load case 3), 2=•515(load case 2), 5=-313(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2.8=-1098, 3.8=•1001, 3.9=•88, 4-9=44 BOT CHORD 2.10=999, 10.11=999, 7.11=999, 7.12=999, 6.12=999, 5-6=0 WEBS 3.7=187, 3.6=•1067 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 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/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 4, 515 lb uplift at joint 2 and 313 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) SpPecial hangers) or connection(s) required to support concentrated load(s) 150.0Ib up at 4-3-11, and 161.71b down and 395.3lb up at 7.1.10 on top chord, and 21.6Ib up at 1.5.12, and 12.1lb down at 4.3.11, and 52.1lb down at 7.1.10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard iC gI n1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) .•• Vert: 1.4=-74.0, 2.5=•20.0 IiF/C " R yray• Concentrated Loads (Ile) Vert: 8=10.1 9=-161.7 10=21.6 11=42.1 12=-52.1 No. 4.5161 Ya' * •GC e STATE OF 10 R 10*' ANAL September 11,2 901 AWARMWO - T/erW design pammstem and R&W ATOMS ONTWS AND REVERse SIDE BAMRe use. 0 Design valid for use only with Welt connectCXL This design b based only upon parameters dawn, and Is for an Individual building component to be installed and boded vertically. AppicabYty of design parameters and proper Incorporation of component Is responsibOlty of bultdkV designer - not truss designer. Bracing shown b fa lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responslbOy of the erector. Additional permanent brbctng of the overall structure b the responsibility of the building designer. For general guidance regardlig fabrication, quality control storage, delivery, 6rectlon and bracing, consult CST-811 Qualify Standard, DSB-89 Bracing SpectBcatlon, and HIS-91 Handling Insta0lnp and BroctnRecommendation available Recommendatiavailable fromTrussRate Institute. 583 D'Onohb Drive, Madison. WI53719. M iTe k® 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. All 0 Q For 4 x 2 orientation, locate 0 plates /s" from outside edge of ao truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe" 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® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HMRO,4ZR® Job I russ I russ lype JUNAIDIE BUDIMAN PE #45161 y y RION 11350852 DR1965E S1 ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627 optional) s ug 22 2001 Milek Industries, Inc. Tue Sep age 1-5-0 4-3.10 1-5-0 4-3-10 3 9.5 3.54 f 12 2 1 5 4 2x4 = 4-3-10 4-3-10 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) 0.05 1.2 >466 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2113 TOP CHORD Sheathed or 4.3-10 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=114/Mechanical, 2=331/0.11.5, 4=33/Mechanical Max Horz 2=109(load case 3) Max Uplift3=-75(load case 3), 2=•234(load case 2) FORCES (lb) • First Load Case Only TOP CHORD 1.2=29, 2-3=26 BOT CHORD 2.5=0, 4.5=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3 and 234 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1.5.12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1• •74.0, 2.4=•20.0 Concentrated Loads (lb) `DtC ByiDVert:5=21.6 G LJ STATE OF September 11,21101 A WARKING - v r{ jy design pamnlisteirs and READ NOTES ON TWS AND REVERSE seta BEFORE USE - Design valid tot use only with MITek connectors This design Is based only upon parameters shown, and b for an IndMdual building component to be Installed and loaded vertically. Applicability of design parameters and proper hcotporatlon of component Is fesporaboty of building designer - not truss designer. Bracing shown Is for Weal support of Individual web members only. Additional temporary bating to Insure stability during construction b the responslbllty of the erects. Addilonal petmonent brbckq of the ovefol shucture b the iesponslbli of the building deslgnef. For general guidance fegording labfioatbn, qualify control, slotage, delivery, etectbn and beachg. consult csT-68 Quality Standard, Dsl.89 hating lipectficallon, and HIS-91 Handiing trtstallft and lbsgrocRecommendation available from Truss Plate Institute. 593 D'OnoOb Dflve, Modbon, WI 63719. M iTek® 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. T 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MtTek/Gang-NallJoint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® PANEL TM CLIP FORM018,019 o -wad ® HMPO,AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, site and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 , t' job russ truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350853 DR1965E S2 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331 4627 2 1 optional) 7= s ug 22 2001 Mi I ek Industries, nc.7l ue ep age 1.5-0 4-2-15 1-5-0 4-2.15 9.4 3.54 F12 2 1 2x4 = 4 I 1-5-0 +X-10 4.2.15 1-5.0 0.5.10 2-4-5 LOADING (DSf) TCLL SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.17 2 >107 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.79 Vert(TL) .0.18 2 >102 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.05 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-2.15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (Ib/size) 3=136/0.1-8, 4=•147/0.1-8, 5=501/0-3.0 Max Horz 5=108(load case 3) Max Uplift3=-93(load case 3), 4=•147(load case 1), 5=-465(load case 3) Max Grav 3=136(load case 1), 4=98(load case 3), 5=501(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2.3=30 BOT CHORD 2.5=-0, 4-5=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3, 147 lb uplift at joint 4 and 465 lb uplift at )'oint 5. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 10.81b up at 1.5.12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.3=-74.0, 2.4=•20.0 n/ Concentrated Loads (Ib) IS Vert:5=10.8` No. 4.5161 0 STATE OF S ss aNAL Gam' September 11,290 A WARNIINO - VdrrM design pafasnetem and READ NOTES ON T21173 AM REVERSE EWE sEFOrtE USE. Design valid for use only with Welt connectors. This design b based only upon parameters shown, and If for on Individual building component to be Installed and boded verlbaSlr. Applicability of design parameters and proper Incorporation of component It responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary brachg 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 conhot storage, delivery, erection and bating, consult OST-68 Ouallly Standard, 039-89 Bracing Specltleatlon, and MIS-91 M iTek® Handling Instolllna and Bracing Recommendation avallable from Truss Plate Institute, 583 D'Onofrb 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-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS u ccJS o _ o0:. a '' cm O f- a OP.- ca BOTTOM CHORDS J1 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N WWI PANEL TM CLIP FORM018,019 a ^a ® #"RDAfR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16. Care should be exercised in handling, - erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ truss lype JUNAIDIE BUDIMAN PE #45161 y y 11350854 QR1965E S3 ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines. FI 33331-4627 optional) s ug 22 20U1 Milek Industries, Inc. Tue Sep age 1 &6 4-1-8 1-&6 4-1-8 3 Scale = 1:15.4 3.54 12 6 3x4 2 1 Li L—JA 7 4 2x4 II 4.1-8 30 = 4-1-e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.02 4.5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.04 1.2 >517 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.1.8 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 (lb/size) 3=84/Mechanical, 5=315/0.9.14, 4=36/Mechanical Max Horz 5=191(load case 3) Max Uplift3=-75(load case 3), 5=•203(load case 2), 4=-82(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2.6=-43, 3.6=16, 2.5=•278 BOT CHORD 5.7=0, 4.7=0 WEBS 2.4=•0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, the left is exposed and the right is not exposed. 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 75 lb uplift at joint 3, 203 lb uplift at joint 5 and 82 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 54.81b up at 2.6.1 on top chord, and 74.21b up at 2.6.1 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) iVert: 1.22=-74.0, 2.3=•74.0, 4.5=•20.0 ConcentratedVert: l F6=54 8 7=)4.2 `• i G`Q /' t = No. 4.5161 eon MATE OF e vVJV,' ANAL September 11,2 901 Q wARmNo - vertV design parmrtsetere and RLAD xorics ox rms AND R6vERw surds BzFoRR um. 0 Design valid for use only with MQek connectors. this design Is based only upon parameters drown, and Is for an IndMduol building component to be Installed and loaded verticaSy. Applicability of design parameters and proper Incorporation of component Y responslblSty of butlding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure dab®ty during construction Is the responsibility of the erector. Additional permanent Wbcing of the overall structure Is the retponsR>Dlty of the building designer. For general guidance regarding fabdcollon, qualify conhoL storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSS-89 Srocirfq Specification, and HIS•Ol Handling Installing and Sroclng Recommendallon available from Trun Plate Institute, 583 D'Onohb Drive, Madison, WI6371 V. M iTek® 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„ 0 0 For 4 x 2 orientation, locate X plates/a" from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular Plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FOR M018,01 V HMRO,A/R f 1 o J russ Truss ype JUNAIDIE BUDIMAN PE #45161 Y Y RTON 11350855 DR1965E S4 76472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) s Nug 22 IOUI Milek Industries, nc. ue ep age 1-5-0 2-4-5 1-5-0 24-5 3 le = 1:6.9 3.54 Fi2 2 1 5 4 2x4 = 2-4-5 2-4-5 LOADING( sf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.05 1-2 >441 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2.4-5 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 3=12/Mechanical, 2=276/0.11.5, 4=7/Mechanical Max Horz 2=76(load case 3) Max Uplift2=•244(load case 2) Max Grav 3=26(load case 2), 2=276(load case 1), 4=10(load case 2) FORCES (lb) • First Load Case Only TOP CHORD 1.2=29, 2.3=•44 BOT CHORD 2.5=0, 4.5=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1.5.12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1• •74.0, 2.4=•20.0 Concentrated Loads (lb) ` i Vert:5=21.6 v No. 45161 STATE OF ss`oato, o uaL September 11,2 a A WAPKI G - ver(& design pasasnecere and R&W NOTES ON TWS AND REVERSE SmE Bff"RX USE. ® Design valid tot use only with MITek Connectors. Thb design Is based only upon parametem shown, and b lot an Individual building component to be tnstaned and boded vertically. AppBrabVy of design parameters and proper Incorporation of component Is tesponslbWty of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insi stability during Construction Is the tesponslblBty of the erector. Addltbnal permanent btbeling of the ovetal structure Is the imponsbAlty of the building designer. For general guidance regarding fabrication, quality confroL storage, delvery, etectlon and broolng. consun asT-W ouaRy standard. OSI.59 Bracing spectfbatlon, and Nit-911 M iTek® Handling duTruss P tatlinqandBracingRecommendationavailablefromlate Institute, 583 D'Onof to Drive. Madison. WI53719. 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 Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 r TOP CHORDS 2. Cut members to bear tightly against each ci c other. o WEBS J5 Q 3. Place plates on each face of truss at eacha4:*For 4 x 2 orientation, locate O , Q joint and embed fully. Avoid knots and wane plates from outside edge of o_ d ° V at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(+ 6" from adjacent joint.) ceU6BOTTOM 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, Comber 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 Toad deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. 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, iM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019. 019 HMRO,AFR® v FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Address: 7_31 efe_)qltGn City, State J(? c3Z3 Owner: D. Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1967 11' 7. Glass area & type a. Clear - single pane 222.0 R' _ b. Clear - double pane 0.0 R' _ c. Tint/other SC/SHGC - single pane 0.0 ft' d. Tint/other SC/SHGC - double pane 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) R _ b. N/A ' c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=3.0, 1026.0 R' _ b. Frame, Wood, Exterior R=1 1.0, 28.0 R' _ c. Frame, Wood, Adjacent R=I 1.0, 302.0 ft' d. N/A e. N/A 10. Ceiling types a. Under Attic R=19.0, 2005.0 ft' _ b. N/A c. N/A II. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ b. N/A Builder: DR HORTON Permitting Office: Permit Number: Jurisdiction Number: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, RB- Attic radiant barrier, MZ- C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.11 Total as -built points: 27934.00 PASS Totalbasepoints: 29729.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: A tX\(-t DATE: VZ W I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/ AGENT: 4e c IDATE: Az 0z 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. Cap: 36.0 kBtu/hr _ SEER: 10.30 Cap: 36.0 kBtu/hr _ HSPF: 6.90 Cap: 50.0 gallons _ EF: 0.86 BUILDING OFFICIAL: DATE: ' 3- G - Z EnergyGauge® ( Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1967.0 42.08 14897.9 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 302.0 0.7 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.10 2205.5 Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2205.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p) 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGaugeO DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 40141.1 Summer- As -Built Points: 36566.0 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 40141.1 0.3577 14358.5 36566.0 36566.0 1.000 1.00 1.048 1.048 0.331 0.331 1.000 1.000 12686.9 12686.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1967.0 4.79 1695.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 302.0 1.8 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.00 2005.0 Base Total: 1967.0 1180.2 As -Built Total: 2006.0 2005.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p) 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 0.28 550.8 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4767.0 Winter As -Built Points: 8954.6 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit = Multiplier Heating Points 4767.0 1.0730 5115.0 8954.6 8954.6 1.000 1.00 1.073 1.073 0.495 0.495 1.000 1.000 4752.6 4752.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14358.5 5115.0 10256.0 29729.5 12686.9 4752.6 10494.5 27934.0 PASS 1C"eIT,+.tomr EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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. story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Multi Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. aA-99 nTNFR PRFSP-RIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as 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. EnergyGauger" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.8 The higher the score, the more efficient the home. I . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. is this a worst case? 6. Conditioned floor area (fl') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A Yes _ 1967 fl' c. N/A 222.0 fl' _ 13. Heating systems 0.0 fl' _ a. Electric Heat Pump 0.0 fl' _ 0.0 ft' b. N/A R=0.0, 202.0(p) fl _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 fl' _ R= 11.0, 28.0 fl' _ b. N/A R=11.0, 302.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 fl' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 fl _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: A6 Date: t 2\C>L Address of New Home: 23\ & 2- n City/FL Zip:Jwn;_C_t Cap: 36.0 kBtu/hr _ SEER: 10.30 Cap: 36.0 kBtu/hr _ HSPF: 6.90 Cap: 50.0 gallons _ EF: 0.86 _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarn"deslgnation), your home may qual ify for energy efciency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at wwwfsec. 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 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 For: D.R.HORTON Notes: Design Information . Weather: Orlando —AP, FL, US Job: 1965 11/16/98 Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF DeslIiyygn TgD 18 OF Relative hgumidity 50 % Moisture difference 43 gr/lb Heating Summary Buildingg heat loss 33617 Btuh Ventilafion air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1967 1967 Volume (ft') 15736 15736 Air changes/hour 0.8 0.4 Equiv. A F (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 6.9 HSPF Efficiency 10.3 EER Heating input 0 Btuh Sensible cooling 24850 Btuh Heating output 0 Btuh Latent cooling 10650 Btuh Heatin temp rise 0 OF Total cooling 35500 Btuh Actual eating fan 0 cfm Actual cooling fan 1200 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.049 cfm/Btuh Space thermostat Load sensible heat ratio 82 BoWtallc values have been manually overridden Printout certified by ACCA to meet all requirementp of Manual J 7th Ed. wrightsoft Right -Suite ResidentialTM 5.0.33 RSR26016 2000.Oet-1309:58:58 ACCN E:1Flleswmorton%1965%1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.8 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 OF Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 15736 ft' 2. Summer infiltration load 1.1 x105 cfm x 18 3. Summer infiltration HTM 2081 Btuh / 260 ft x 0.0167 OF Summer TD = Total window = and door area 105 cfm 2081 Btuh 8.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Sold7tallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W rlQ ht50'fC Right-Sulte Residentiatn' 5.0.33 RSR26018 2000 Oct-13 09:58:58 ACCK E:tFllesldrhonon%196511965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE I NO Htg Clg ft2) Htg I Clg ft') Htg I Clg ft) Htg I Clg ft) Htg I Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 N 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South 0.0 0 0 0 0 0 0 0'"• 0 Horz 10.0 0 0 0 0 0 0 0•"' 0 8 Other doors a 10 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is dlspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct toss 100 3056 100 805 100 133 10° 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1•"• 600 0 0 17 Subtot RSH ain=7+8„+12+16g 22195 4644 1129 417 Less external cooling N. 0 N. 0 0 NN 0 Less transfer 0 0 0 0 18 Duct gain 100 2219 100 464 100 113 10° 42 19 Total RSH galn=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 1 0 1200 1 0 251 0 61 0 23 Printout certified by ACCA to meet all requirement's of Manual J 7th Ed. wr g ht50ft Right -Suite Residential^' 5.0.33 RSR26016 2000.Oct-13 09:58:58 ACCA E:1Fl1estdrhonon%196511965.rsr Page 1 RIGHT-J WORKSHEET Entire House t DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 43 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE ICSNO. Htg Clg W) Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 136 88 0 208 0 N. 88 0 N Exposed b 12 2.9 1.9 0 0 0 0wallsandc133.2 1.2 128 0 0 partitions d 0.0 0.0 0 0 0 0 N e f0.0 0.0 0.0 0.0 0 0 NN 0 0 0 N N.. 0 6 Windows and a 1 C 37.0 32 1183 16 591 16 591 16 0 591 0 glass doors b 8C 37.0 0 0 0';; 0 0 0 0';" 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0d e 0.0 0.0 0 0""" 0 0 0 0 0 0 f 1 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 0 2 0 41 0 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 0 0 Cooling E/W SE/SW 0.0 47.4 0 0 0 0 0'"• 0 0 14 663 14 663 South 0.0 0 0 0""' 0 0 0 0 0 Horz 0.0 0 0 0""' 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0b1014.7 9.9 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 321 911 2561 16 4551 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 109 0 14 Duct loss 10° 423 100 192 100 289 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 0Appl. @ 1200 0 0 0 0 0 0 0 17 Subtot RSH ain=7+8..+12+16 2711 1250 1601 1250 Less externa cooling 0 0Lesstransfer00 18 Duct gain 10 ° 271 10° 125 10° 160 10° 125 19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 201Air required (cfm) 01 147 01 68 1 01 87 1 01 68 Printout certified by ACCA to meet all requirement's of Manual J 7th Ed. wr-vc)"tsoft Right -Suite Residential" 5.0.33 RSR26016 2000.Oct-1309:58:58 A& E:\Flles\drhorton\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1966 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 2 Name of room Length of exposed wall FAMILY 33.0 ft KITCH/NOOK 18.0 ft BTH 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE I NO. Htg 1 Clg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg Htg Cig 5 Gross a 14B 4.6 2.1 264 144 0 0Exposedb12C2.9 1.9 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 0f0.0 0.0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 0 0glassdoorsb8C37.0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 0 0 0 0 0CoolingE/W 0.0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 01 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0' Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 128.51 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 Less transfer 0 14 Duct loss 100 584 10° 366 10 OA 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH galn=7+8..+12+16 5127 3826 240 Less external cooling 0 0 Less transfer 0 0 0 18 Duct gain 10° 513 10° 383 100 24 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 201Air required (cfm) 0 277 0 0 207 0 13 Printout certified by ACCA to meet all requirement's of Manual J 7th Ed. r wtrjg"tsoft Right -Suite Residential^' 5.0.33 RSR26016 2000.Oct-13 09:58:58 s1CCk E:1FHes%drhorton\1965\1965.rsr Page 3 RIGHT-J WINDOW DATA IN, , is DEL AIR HEATING,AIR CONDITIONING,R lob: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrigt 1tS0{t Right-Sulte Residential O 5.0.33 RSR26016 Z 2000.Oct-13 09:58:58 MCA E:\FllesW-r orton\1965\1965.rsr Page 1 aTT I bF I env I B I -- I pP- R van. .aeon. w, aa.e. 9 L0 6: uoc rn.a 1 AG Duct Has R-6 Insulation Value Nt ELECTRICAL PLAN Clearance of 4 Inches Around Air Handier Per The State Energy 5 ELECTRICAL RI5ER E71 C, qpO o ' uZ yr PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 88' BAKERS CROSSING, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 88 CONTAINS 5491 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 524 SO. FT. t TOTAL SOD 2860 SOUARE FEET t BELGIAN WAY TRACT A 50' RIGHT OF WAY N89?15IS"w 232.00 T_--_---_—_—_—_--- PT 96.92'------- I 135J4' wl PIWI V11. 10h10rIVf 8: 50.00 3ZI N89' 36'15"w 10' UTILITY EASEMENT,,''• 1 N 1 1 j 5. 0 20. 0' COVERED ENTRANCE llow LOT 89 N N N N w Z o PROPOSED m MODEL 1965 flNl$ NEO FLOOR o w o vl N LOT 87 4 0) 0 Q(oVZ 3 /•• VC w ELEVAITON.}1.0 a WO OW O z a Z a 0 40.0' o FLOC,. ' .. s { :L' vlATION 40.0' in MUST BE ii'' ors::-'I c CROWN- 50' PA110 _ — — — r 5. 0 c;• D UNLESS OFADI ' I LOT 88 1`,F a I DRAINAGE TYPE B w OTHFRW,:;: A''PROVED II 9911v L S89' 23'38"E 50. 00' LOT 84 LOT 85 LOT 86 MINIMUM LOT WIDTH FRON T: 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 rTE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION L. ST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X" AREA OUTSIDE 100 YEAR FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 88 BEING N 89'36'15" 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 OFFICIAL RECORD PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAUD SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT 1YP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED COW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/ W CONCRETE WALK CS CONCRETE SLAB SW SIDEWALK C CHORD LENGTH CP CONCRETE PAD O. FT. SOUARE FEET NC NATURAL GRADE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 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. ASM33001 PLOT PLAN 1-4-02 DRAWN BY: LOT FIT 5-2-01 JML FOR J ^ O;FI,..EMOR D COLE, PSM y4403 nTE CITY OF SANFORD BUILDING DIVISION FOR %.ESIDENTIAL BUILDING PERMITSUBMITTALREQUIREMENTS p 1. Two (2) recent boundary and buildinglocation ng setbacks for structuresucturessurveys t(not fences) forermitfromallstructurestopropertylinespsetsofconstructiondesigndrawingsdrawntoscale, p 2, Two (2) complete Complete sets to include: ter sizes walls. Provide side view details Foundation pla a. of these footers with gating reinforcebarreplacement. Indicating interior wall partitions and room identification, b. Floorplanroomdimensions, door, window, and/or opening sizes, smoke detector, Bathroom fixturesandlocation(s), landings, decks and stairs. 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) of allexteriorwalls, east, west, north and south. Finish C. Elevations floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non-bearing inter and exterior. Show all components of wall section. conventionally framed. Plantoe, Framing plan for floor Joists where size and speciesofmaterialstobeused. Indicate span, f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. Stair details withtreadandriserdimensions, stringer size, methods of 9. attachment, placementofhandrailsandguardrails. h. Square footage table showing footages: A 1Z S.F. Garages/Carports S. F. Porch(s)/Entry( s) i S.F. Patio(s) S. F. Conditioned structure 24 S.F. 3. Total (Gross Area) 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 till, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: n. Utility letter or approval when public water supply and/or sewer system p connection tobe 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. 2. Footer Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Ltntel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE6AU 03Y Ownthorized Agent) I hearby name and a Limited Power Of Attorney int: Craig Coulton and 'Fa-_r1 L 4 +c)n each agent's of D.R. Horton Inc. _ To be my lawful attorney in fact to act for me and ply The Building Dept. of: C For a residential permit for work to be performed at: Lot # : 012) Subdivision Address: Z31 E66 k' ON And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number IF M - Signature of Contractor This foregoing ins rum nt was acknowledged before me this: Date: 21 L By: Richard B. Ladd ( Contractor ) Who is persona lly kn wn to me. State of R(orida County of Ora NOf 0 PATRIC1A L. COULTON TARY o MY Comm ESP. 7/26/2002 w PUBLIC ' No. CC 762427 Persav9y Known [] oto I.O. otary Public Signature Notary Seal Yred i w AREX PEST COTITROL_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name •• C1U41 L3 Address 623D V City/State/Zip 0_LN moo, IR 37Q,ZZ Phone & Email Sentricon cry nbdnatim sysum Quarterly Payment Amount $ "75, 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 & Ema INSTALLATION ADDRESS: L_ ea E4E l 0- 1 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: ZA DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite dama Vie. 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 mayby maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for $%S5_ `1per 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. 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; (])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; (])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 is 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; (])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 an.y 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 se . 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 $50.00 transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877459-2847 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs ' Residential Whole Building Performance Method A Project Name: 1965 Address: ZZ) &16 tftO City, State:66to-4", -=B Owner:. . Climate Zone: Central I . n New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 4 - 5. Is this a worst case? Yes _ 6 C d'tioned floor area (ft') 1967 ft' oI 7. Glass area & type _ a. Clear - single pane 222.0 ft' _ b. Clear - double pane 0.0 ft' _ c. Tint/other SC/SHGC - single pane 0.0 ft' _ d. Tint/other SC/SHGC - double pane 0.0 ft' 8. Floor types - a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ b. Frame, Wood, Exterior R=1 1.0, 28.0 ft' _ c. Frame, Wood, Adjacent R=11.0, 302.0 ft' _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=19.0, 2005.0 ft' _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.011 _ b. N/A Builder: DR HORTON Permitting Office: Permit Number: pZ.1tib Jurisdiction Number: (Oct i5d::' 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, RB- Attic radiant barrier, MZ- C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.11 Total as -built points: 27934.00 PASS Totalbasepoints: 29729.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: .1 2 DATE: \ Z •Q I hereby certify that this building, as designed, is in compliance with the Florida nergy Code. OWNER/ AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: _ DATE: 3 - (- 1 Cap: 36.0 kBtu/hr _ SEER: 10.30 Cap: 36.0 kBtu/hr _ HSPF: 6.90 Cap: 50.0 gallons _ EF: 0.86 EnergyGauge( D (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1967.0 42.08 14897.9 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 302.0 0.7 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.10 2205.5 Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2205.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Stab -On -Grade Edge Insulation 0.0 202.0(p) 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 40141.1 Summer As -Built Points: 36566.0 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 40141.1 0.3577 14358.5 36566.0 36566.0 1.000 1.00 1.048 1.048 0.331 0.331 1.000 1.000 12686.9 12686.9 EnergyGauge°A DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Type/SC Ornt Overhang Len Hgt Area X WPM X WOF = Points Floor Area 18 1967.0 4.79 1695.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 302.0 1.8 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.00 2005.0 Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2005.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p) 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 506.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 0.28 550.8 EnergyGaugeG DCA Form 60OA-97 EnergyGaugeG/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4767.0 Winter As -Built Points: 8954.6 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit = Multiplier Heating Points 4767.0 1.0730 5115.0 8954.6 8954.6 1.000 1.00 1.073 1.073 0.495 0.495 1.000 1.000 4752.6 4752.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14358.5 5115.0 10256.0 29729.5 12686.9 4752.6 10494.5 27934.0 CUSS 04 T 14B STq f etiC00WE v a o EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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 orjoint 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. story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Multi Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as 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. EnergyGaugerm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.8 The higher the score, the more efficient the home. I. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, if multi -family 1 SEER: 10.30 - 4. Number of Bedrooms 4 b. N/A 5. is this a worst case? Yes 6. Conditioned floor area (W) 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump Cap: 36.0 kBtu/hr C. Tint/other SC/SHGC - single pane 0.0 ft' HSPF: 6.90 - d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, int Insul, Exterior R=3.0, 1026.0 ft' EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 28.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 iV d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2005.0 IV 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 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) S1g2 in this home before final inspection. Otherwise, a new EPL Display Card will be completed 04THH ti ,. _ o based on installed Code compliant features. p Builder Signature: Date: 2 Z a Address of New Home: Z3\ k CiN hates City/FL Zip:I4bA , iP\ 32__T14S;1) r Co0 WE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarn designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf.'edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Project: • • For: D.R.HORTON Notes: Job: 1965 11/16/98 Design lhformation. l Weather: - Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Des70 OF Design 32 OF9 Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1967 1967 Volume (ft') 15736 15736 Air changes/hour 0.8 0.4 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Outside db 93 OF Des nTD 18 F R9 ggelative iumidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 6.9 HSPF Efficiency 10.3 EER Heating input 0 Btuh Sensible cooling 24850 Btuh Heating output 0 Btuh Latent cooling 10650 Btuh Heating temp rise 0 OF Actual Treating fan 0 cfm Total cooling Actual cooling fan 35500 1200 Btuh cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.049 cfm/Btuh Space thermostat Load sensible heat ratio 82 Bold/Itallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential TM 5.0.33 RSR26016 2000.Oct-1309:58:58 1 4CCk E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.8 ach x 15736 ft' x 0.0167 = 2. Winter infiltration load 1.1 x210 cfm 3. Winter infiltration HTM 7400 Btuh / 260 x 32 OF Winter TD = ftz Total window = and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 15736 ft' 2. Summer infiltration load 1.1 x105 cfm x 18 3. Summer infiltration HTM 2081 Btuh / 260 ft2 x 0.0167 = OF Summer TD = Total window = and door area 210 cfm 7400 Btuh 28.5 Btuh/ft2 105 cfm 2081 Btuh 8.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoldWallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WrigtltSC)ft Right-SulteResidentlat^ S.0.33RSR26016 2000-Oct-1309:58:58 ACCK E:tFilestdrrhiorton1196511965.rsr Page 1 RIGHT-J WORKSHEET Entire HouseewDELAIRHEATING,AIR CONDITIONING,R Job: 1965 11/16198 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft 43 Ceiings Condit. Option 8.0 ftheat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE I NO Htg I Clg ft2) Htg I Clg ft2) Htg I Clg ft2) Htg I Clg 1`12) Htg I Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12 2.9 1.9 48 48 0 walls and c 13 3.2 1.2 320 64 80 4 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0' d 0.0 0 0"""" 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 1 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/W 0.0 0'""' 0 0"""" 0 0 0 0 0 SE/ SW 47.4 126 5975 20 953 0 0 0 0 South 0.0 0'"" 0 0 0 0 0 0'"" 0 Horz 0.0 0'"" 0 0 0 0 0 0 0 8 Other doors a 101 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 101 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 01 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14E 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 2601 7400 2081 75 2135 600 18 512 1441 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 3056 100 805 100 133 100 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1""' 600 0 0 17 Subtot RSH ain=7+8..+12+16 22195 4644 1129 417 Less externs cooling 0 0" 0 0 Less transfer 0 0 0 0 18 Duct gain 10° 2219 100 464 10° 113 10° 42 19 Total RSH gain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 201Air required (c m) 0 1200 0 251 0 61 0 23 Printout certified by ACCA to meet all requirement's of Manual J 7th Ed. wr2g htsoft Right -Suite Resldentia" 5.0.33 RSR26016 2000-Oct-13 09:58:58 ACCK E:1F11es%drhor1on%1965%1965.rsr Page 1 RIGHT-J WORKSHEET Entire House w DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room M/BR BR 2 BR 3 BR 4 2 3 Length of exposed wall Room dimensions 33.0 ft 14.0 x 17.0 ft 11.0 ft 11.0 x 14.0 ft 26.0 ft 14.0 x 12.0 ft 11.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft i heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg ft') Htg I Clg ft2) Htg I CIg ft') Htg Clg ft') Htg I Clg 5 Gross a 14E 4.6 2.1 136 888 2088 888 Exposed b 12 2.9 1.9 0 0 NN 0 walls and c 13 3.2 1.2 128 0 0 NN 0 partitions d 0.0 0.0 0 N.. 0"•• N NN 0 N. 0 e f0.0 0.0 0.0 0.0 0 0 0 0 0 N« NN 0 N 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 0 591 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 0 0 0""" 0 0 Heating c 9A 29.9 0 0"""" 0 0""' 0 0""' 0 0 d e 0.0 0.0 0 0 0 0 0 0""' 0 0 f 0.0 0 0"""' 0 0"""' 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 0 2 0 41 0 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 0 0 Cooling E/W SE/SW 0.0 47.4 0 0 0 0 0 0 0 14 663 14 663 South 0.0 0"""" 0 0 0 0 0 0""'" 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 4551 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 423 100 192 100 289 100 187 15 Total toss = 13+14 4658 2117 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0"""" 0 0"""" 0 0 0 0'""' 0 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 NN 0 0 NN 18 Duct gain 10° 271 100 125 10° N. 160 10 125 19 Total RSH gain=(17+18)"PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 201Air required (cfm) 0 147 0 68 0 87 01 68 Printout certified by ACCA to meet all requirement's of Manual J 7th Ed. c wr ghtsoft Right -Suite Residential^' 5.0.33 RSR26016 2000.Oct-1309:58:58 CG`A E:1Fllesldrhorton\1965%1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 2 Name of room Length of exposed wall FAMILY 33.0 ft KITCH/NOOK 18.0 ft BTH 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 It heat/cool 8.0 ft heat/cool TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE ICS NO. Htg I Clg ft2) Htg I Clg ft2) Htg I Clg ft') Htg I Clg Htg Clg 5 Gross a 14 4.6 2.1 264 144 0 Exposed b 12 2.9 1.9 0 0 N 0 N. walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 N.. 0 N.. 0 f0. 0 0.0 01 N. 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/ SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.b 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0' Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 128.5 1 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 14 Duct loss 10OX 584 100 366 100 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 3826 240 Less external cooling 0 n 0 NN Less transfer 0 0 0 18 Duct gain 10° 513 10° 383 10° 24 19 Total RSH gain=(17+18)"PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 1 01 277 101 207 0 13 Printout certified by ACCA to meet all requirement's of Manual J 7th Ed. wr- vog ffit Right -Suite Residentlal* 6.0.33 RSR26016 2000-Oct-13 09:58:58 soAC& E:1FIIes\drhorton\1965\1965.rsr Page 3 RIGHT-J WINDOW DATA Iy DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrigtjtSO{t Right-Sulte Residentlal^ 5.0.33 RSR26016 t 2000.Oct-13 09:58:58 ACCK E:1Flles%cFr orton%196511965.rsr Page 1 E.E:-.g4AL LE5EIO yNtN w Fes•. VG u3 O ry J w mr 0. waau AD Duct Has R-6 Insulation Value 4.t000! h-Ow•O ELECTRICAL PLAN Ciearanc- 4 Inches Around Air Handier Per The State Energy u K 5 ELEGTRiGAL RISER NC Sl 18 BY BSI DR MIN. 7 fROM BI )G. E- U) LO I Ny o z a a U UaU owrc Il//9B sc..Lz tre'.r•s MEET ij OP IJ ENGINEERING 1'tH(YIII PERMIT No OZ... ,=_ This permit shall nwhorire work to be done in (he City of Sanford hased on the approved construction plans andlieinformationprovidedbelow: RiUIr(•o( Way U(ilita(ion.................. Driveway................. Applicant Namcl.-C--( L , firm: IJ•I `Cr Cl ,1 1' Address: Q.-?21'lQ- f J. j (90 Phone:.—ilol(Uayl_—_.. (thy Project Location or Address:— Title of Approved Uovelopment Plans: 1lpprovil Date:_ Schedule of Work: from To 1'rnergcircylkepairs....... Proposed Activity: Driveway Installa(ion....... 0 Aerial Utilities ....... 0 Underground Utilities ....... Dore and Jack ....... CD Open Cutting of Roadway ....... Sidewalk Installation ....... 0 Other ....... 0 Specific Description: ERcavation information: Total Lcng(It _(FTC Nu(nber of Open Roadway Cuts Aerial Information: Leng(I,_(FT) Number of Poles (Exis(ing) (Ncw) 0 . Il is undcrslood:and agreed that (lie rights and privileges herein se( out are granted only to the extent of the City of Sanf ord's jurisdiction and tl,e tight, title, or interest in (lie land to be entered and'used by the permittee. The permiticc shall at all times assure all risks of and indemnity, defend, save harmless the City of Sanford from and agains( al('loss, cost, damage, or expense arising in any manner on account of the permit request by said permitteeOftheforesaiddglilsandprivileges. In tl,e event of any future construction of roadways, utilities, stormwaler facifities,or any general maintenance activities by (lie City becomes in conflict will, (lie above permitted activity, the permittee shall removo andlor relocate as necessary at no cost to (lie City of Sanford, insofar as sucl( facilities arc within (lie public dght•of- way. 'CALL THE PUBLIC WORKS DEPT. AT 330•5081 TO SCHEDULE A PRE -POUR INSPECTION ' APPLICANT S(GNI TU . <W 0ATf. 4 . . . . . . . . .-_ Reviewed: Public Works Uale Utilities._ _ Date ilPf'f1UV(:ll: fnrlinr,rtrunl (l;rt,, ) $ I 2 f I I w OD