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212 Belgian Way - BR02-000841 - SFR
PERMIT oftD' a L ./ CONTRACTOR ADDRESS v K r1onon -4at'l Dr 41026250Hazeltine Orlando, FL 32822 407)957-9101 PHONE NUMBER C8C p55300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR ' PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # 4Q 2 O DATE * PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE ZY30 This is to cez:,tiftry` zhat thF,, bui.ldire g located at f or p-,. rmit w has heretofore been issued on .U2B/-Q2 has been completed ac-cording to plans and specifications filed in the offio, of the Builtding Officical. prior 'to the issuance of said building permit. to it as e complieswithallth, building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. Subdivision Regulations Apply: Yes- No 01- LIBRARY IMPACT FEE 3/26/02 54.00 01- OPEN SPACE 3/2e/02 279.61 0 1 - P 01[j I CE IMPACT 4ST D 3/26/02 91.93 01- RADON GAS TAX FEE 3/26/02 12.15 0- 1-ROAD IMPACT FERS 3/26/02 847.00 01- RECOVERY FD/CERT-. PGM. 3/26/02 12.15 Cal - SCHOOL TAMPACT FEE 3/26/02 1387.00 WIC IMPA(11T:SING1'.tE FAMILY 3/26/02 650.00 SD IMPACT- SING12 FAMILY 3/26/02 1700.Q0 OWNn OFFICIAL REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE PERMIT # ` 2' ADDRESS ' I ' 1 jSL4 l d SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd Public Works f oM" Z Cert. of Elev. Rec'd Utilities Conditions: (to be completed only if approval is conditional) Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCYICOMPLETION SINGLE FAMILY RESIDENCE**** DATE PERMIT # ADDRESS 2' 'C.l 1 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 Utilities Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE 1 Its lc— PERMIT # U 2- ADDRESS ' `2'C.l 1 SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: 407 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd Public Works Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 7/23/02 12:10:29 Location ID . . . 229875 Parcel Number . . 18.20.31. - - Alternate location ID Location address . 212 BELGIAN WAY Primary related party SANDRA MILLER Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 32702 2.00 CSVC UT BP02-841 PD 3-26-02 SEE REC#5262 32702 3.00 CSVC UT 3 4" WA METER SET FEE $190.00 PD 3-26-02 32702 4.00 CSVC UT REC#5262 32702 5.00 6.00 7.00 8.00 9.00 10.00 Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data r REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE"**" DATE I lisio— PERMIT # V ?' ADDRESS 2' I ' 1 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 Utilities Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional) I C: v ZZ. 0 Z- FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. . 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires , my 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages I.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 212 BELGIAN WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 214, BAKER'S CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, I necessary.) RESIDENTIAL L.ATITUDEILONGITUDE (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 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA 84. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL 89, BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 0045 E 4117/95 4/17/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in ua. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): — B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will berequired when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being oompleted - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones At-A30, AE, AH, A (with BFE), VE, V1430, V(with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 42, 1 ft.(m) o b) Top of next higher floor NLAA . ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 41. 7 ft.(m) E o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 41. 2 ft.(m) E i o 0 Lowest adjacent (finished) grade (LAG) 38.7 ft.(m) Z .7 o g) Highest adjacent (finished) grade (HAG) 42. 7 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAP6 IG, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET STE.180 ORLANDO FL 32801 SIGNATURE DATE TELEPHONE4t7/26102 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: InIMPORTANT: sp::es, copy the corresponding information from Section A. Policy NumberBUILDINGSTREETADDRESS (11 !uding Apt, Unit, Suite, andbr Bldg. No.) OR P.O. ROW EAND BOX NO. 214 BELGIAN WAY STATE ZIPCODE Company NAIC Number CITY SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) oommunity official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASEDON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN J-E IS AN A/C UNIT Check here if attachments SECTION E - E 11LDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (withot BFE), complete Items Et through E4. If the Elevation Certificate isintended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. tsimilar tothe building forwhich this certificate is -see pages 6 and 7. If no diagram accurately El. Building Diagram Number ;elect the building diagram mos represents the building, prov le a sketch or photograph.) E2. Thetop of the bottom floor (ii lulling basementor enclosure) of the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 w n openings (seepage 7), the next higher floor or elevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.' and C3.i on front of form. E4. For Zone AO only: If no floc depth number is available, is the top of the bottom floor elevated in aocordance with the community's floodplain management ordinance? Yes No Unknown. The local official must cerl' this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEl' issued orcommunity - issued BFE) or Zone AO must ign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR ( NNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS STATE ZIP CODE DATE TELEPHONE Chuck here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authoriz(d bylaw orordinance to administer the oomrnunity's floodplain management ordinanoe can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applik able item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or arr hitect who is authorized by state or local law to ceilify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E fora building located in Zone A (without a FEMA4ssued or community4ssuedBFE) or Zone AO. G3. The following information (Items G4-G9) is provided for oommunity floodplain management purposes. pG4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issi d for. New Construction Substantial Improvement Datum: _ G8. Elevation of as -built lowe! floor (including basement) of the building is: -! _ft.(m) G9. BFE or (in Zone AO) dep i of flooding at the building site is: — _ ft.( m) Datum: LOCAL OFFICIAL'S NAM[ TITLE COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS DATE Check here K attachments REPLACES ALL PREVIOUS EDITIONS FEMA Form 81-31, JUL 00 PLAT' 'OF SURVEY DESCRIPTION: AS FURNISHED) LOT 32, BAKERS CROSSING PHASE I, AS RECORD[ U IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA SET 1/2" IRON ROLL AND CAP 50.00' LBp6393 (7--17-02) S89'1 7'34"E o-_ 1 _ Y L01' 32 II P 1 QilNI F 0 A\/ 2 W 40.0 W N W N O pLOT31No a a N No LOT 33 O ('4 p ONE STORY O CONCRETE DOCK V O O RESIDENCE FINISL. FLOOR CD cnOELEVATION=42.08 z 212 BELGIAN WAY Sx3' i A/C PAD COVERED 4.6' f NTRY 21.5 f 5.0' 13.9' J 5.0 CUNCRE T€- I pRIVFWA:. I 3' C/W 10' UTILITY FA F.MENT i WALK IS — — — 1.1' OFF 4' S iW. ...-`--1 WALK IS YY I 1.6' OFF N89'17'3 "ONCRE TE ;I APR N I 50.00 NI roF? c Iry Q I 327.64' Ini 120.96' S89'1 7'34'E 448.60' PT TRACT A BELGIAN WAY 50' RlOrll OF WAY ERTIFIED TO R.H. TITLE COMPANY OF FLORIDA INC. f IDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA i.;1-1 MORTGAGE COMPANY, T , LTD. I:LTON E WIDGER [I[ 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). 1,10TE: THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA AOMINISTRATIVE CODE PURSUANT TO CHAPTER 472.021, FLORIDA STATUTES. I HAVE. EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND 111E SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVAIIONS SHOWN HEREON ARE BASED ON SEMINOt.E COUNTY VERTICAI. CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ONTHEEASTLINEOFLOT32BEINGNOO'42'26"E PER PLAT FIELD DATE:) 7-17-02 _ REVISED:_ SCALE:_.. I_= 30 FEET - _ _ORRECTEO ADORESS 7-26-02 AOOEO CERTS: 07-23-02/CC APPROVED BY: GKB ----- EINAL 07-17-02 ASM32943 FORMBOARO 07-09-02/CC JOB NO. ------ REVISED PATIO 2-24-02 JML DRAWN f1Y: ___.....---__ PLOT PLAN 12-19-01 JML LEGEND BUILDING SETBACK LINE CENTERLINE. RIGHT OT WAY LINE r fib EXISTING ELEVATION CONCRE IF LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENCTH PK PARKCR KAI-ON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 L _ _ _ _& T PC FND PK NAIL LB #4671 (7-17-02) FND 5/8" IRON ROD AND CAP 0 LB #4671 (7-17-02) CNA CORNER NOT ACCESSIBLE.. n DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE: CURVATURE PT DENOTES P01NT OF TANGENCY IYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RR RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR v 7 i / ) % THE VVV y l (/ V ! fIRM GALEN K. BELL. PSM //4 24 DATE CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: (v/ Date: 57 S- - O The undersigned hereby applies for a permit to install the following equipment: Owner's Name: Address of Job: Mechanical Con Residential Non -Residential Amount Nature of Work: 3, 001 Job Valuation: Application Fee: S10.00 TOTAL DUE: 69 By signing this application, I am stating that 1 am in compliance with City of Sanfofd— Mechanical Code. - APP nt Signature State License Number CITY OF SAN ORD ELECTRICAL PERMIT APPLICATION Pem-4it Nurttber: Z ALIL Date:' / " O 2 The undersigned hereby applies for a permit to install the following electrical: Owner's fume: `D, % . /-" 4v- Address c` Job: 2, f -2---___ 4 : I F s: ` Non -Residential Mianuriac< t , Other. Deschotion of V'Jori<: icalicn I f a -fi - 2— Iumb,-,. ( Amount CO i S 10.00 ITO TAL DUE: 1 4r< .V' By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. 4 Applicant's Signature Fm — CO /S-2 (12--- State License Number 1) 11 i 1!-1115 6: 1SIITI 11it111 P. I CITY OF SANFORD PLUMBING PERMITAPPLICATION I' arrrrit flun,t,c,r, / Date! ----- '—, I Ilu undersigned hereby appires lot a permit to install lire lullowing plumuiny: Owner' s Nume' nddress of Job: r- 6 r' r , / d .a r r,/A r i 3 I' lunrbiny CunUnctor. Residerdial: Non-Residentiol: I' Wdilion, AIlsratiorl, l?cpalt ItCsidentiel G Non fiesidenlial) untbe / lmounl I4ew VC50mitfal One _ Wale Addillonal Water Closet Cornrnsrcial: PAirllnlorn f'crritit Fee I;;tS.UU Fi; lutes.Flout Urairr,'ftall Sevier INIMIg WaterI'i ,in Gas I'ioina Aanufa.; lurcd Duildil pli;, alloll 10 1 AL DUE: F BY signiny 11w; application 1 am stating that 1 am in curnptiarrc0 with City of Saidotd Plulltbilly Code. Applic ct is Slgnature C'( 2_5_6 State License Number IIINNNIIININNNNRosso NoININiINNA THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D. R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D. R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 N POK NORBE, CLERK OF CIRCUIT COURT BENINOLE COUNTY SK 04374 RG 0273 CLERK' S # 2002858814 RECORDED 041091M 01146155 FIN RECORDINS FEES 6.00 RECORDED BY L NcKinley 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 property: Lot( s) 32, 44, 55, 84, and 86 Bakers Crossing Phase l Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner( s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner' s interest in site of the improvements: Fee Simple CERTMED COPY I+ tiAR1`i?NNE MORSE FeeSimpleTitleHolder (if other than Owner): t Rh OF CIf QUIT COURT Name: Phone #: Address: Fax #: SEMINU E COWR DA Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 D Surety : any): Address: Phone #: L, APR9G0u(. Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as ro pvidedby 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 Section713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D. R. Horton, Inc. 0 by: 44,on, oertAssistant ecretary Corporate Sea[) STATE OF FLORIDA COUNTY OF ORANGE PThe foregoinginstrumentwasacknowledgedbeforemethisJdayof2007- by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a ee aware Corporatio , on be -a -oT the corporation. fie/ She is personally known to me. Notary Public, State and County Aforesaid 0 F j0PATRICIA L. COULTON TAR o MY canm Exp. 7/26/2002 NPUBLICNo. CC 762427 rsonalty Known t l Other I.O. Notary Seal CITY OF SANFORD PERMIT APPLICATION Permit No.: 2 C71-1 Date: Job Address: a C.,.. Permit Type: Building Electrical Mectianical Plumbing Fire AlarugSprhdder Description of Work: `7FP, Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration `Change of Service Temporary Pole New AMP Service (il of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water &. Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential `Commercial _.__ Industrial Total Sq Ftg: ?. Z--._- Value of Work: S r e-* Type of Construction: Jbkr&k Flood Zone: Number of Stories: I Number of Dwelling Units: Parcel No.: Attach Proof ofOwnership & Legal Description) Owner/Address/Phone: CV_lLYJ `CR%0'S--1 -GL01 P250 4ZEAAi N2_ tNP\TT\OOLk Xv Ltd Contractor/Address/Phone: -RiC D e> o ACR Lt P Q2- L State Licenso Number. Contact Person: Plm:2 co 0 Phone & Fax Number. A0+/asq -q 101 Title Holder (Ifother than Owner): N % Address: Bonding Company: NX Address: Mortgage Lender: Address: Architect/Engineer A .B. N ' (:40 Ct'.ojp Phone No.: Address: 40t 069— 4,04 SE . 1 t5 11.1 , A 32a l -,6r Fax No.: 404 (294 - 4 O--a Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of theforegoing 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 FOIZIIvIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. C 11 a— COULTON PATPITRiC1AL. 7t26/2002 My m ExP' No. CC 762427 K wFm t 1 Date Date OwERAgent is V Personally Known to Me or Produced ID Si of Con ctor/Agent Date CI Print C ct r/AgcPt's N Si ii LTON lC az NCTAR o MY Comm Exp. 7/2612002 NPUBLICaNo. CC 762427 IV- S-a ly Wwvm t 1 O&W I.O. Contractor/ Agent is Produced ID Personally Known to tib or APPLICATION APPROVED BY: 9 Z "' Date: _ L Special Conditions: '-s FOPM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Add ress::w= City, State:: Owner: 7_;,Z7C. Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext 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: Una Ret: Unc. AH: Garage b. N/A New _ Single family _ I ^ 4 Yes _ 1732 ft' 207.0 ft' ^_ 0.0 ft' 0.0 ft' 0.0 ft' R=0.0, 202.0(p) ft _ R=3.0, 1224.0 ft' R=1 1.0, 56.0 ft' _ R=11.0, 328.0 ft' R=19.0, 1883.0 ft' Sup. R=6.0, 170.0 ft 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 Cap: 36.0 kBtu/hr SEER:10.30 _ Cap: 36.0 kBtu/hr 14SPF:6.90 _ Cap: 50.0 gallons EF: 0.86 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: 0.12 Total as -built points: 25876.00 Total base points: 28237.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: X L DATE: I2 (X) I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: f EDATE: PASS Review of the plans and j TKE srgl, specifications covered by this ; ; 0 calculation indicates compliance with the Florida Energy Code. Before construction is completed d this building will be inspected for compliance with Section 553.908 e01) WaFloridaStatutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1732.0 42.08 13118.1 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 328.0 0.7 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 1732.0 0.60 1039.2 Under Attic 19.0 1883.0 1.10 2071.3 Base Total: 1732.0 1039.2 As -Built Total: 1883.0 2071.3 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 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-97 EnergyGaugeOD/FIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 35305.0 Summer As -Built Points: 31750.5 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 35305.0 0.3577 12628.6 31750.5 31750.5 1.000 1.00 1.048 1.048 0.331 0.331 1.000 1.000 11016.1 11016.1 EnergyGaugelll DCA Form 60OA-97 EnergyGaugeO/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 1732.0 4.79 1493.2 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 328.0 1.8 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1732.0 0.60 1039.2 Under Attic 19.0 1883.0 1.00 1883.0 Base Total: 1732.0 1039.2 As -Built Total: 1883.0 1883.0 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 1732.0 0.28 485.0 1732.0 0.28 485.0 EnergyGauge® DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FOIRM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4988.0 Winter As -Built Points: 8224.0 Total Winter X System - Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Heating Points 4988.0 1.0730 5352.2 8224.0 8224.0 1.000 1.00 1.073 1.073 0.495 0.495 1.000 1.000 4364.9 4364.9 EnergyGaugeTM" DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I 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: 10494.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12628.6 5352.2 10256.0 28236.71 11016.1 4364.9 10494.5 25875.5 PASS 0, v HES TqOn f. now s° f C D WE'fS hS EnergyGaugeTm 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/sq.ft. window area 5 cfm/sq.ft. door area. _ Exterior & Adjacent Walls 1 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; i foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. j EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 1606.1.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. Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, Ceilings 606.1,ABC.1.2,3 soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. ae-31 nTNFQ pRFcrRIaTIVF MF4RlIRFS !must he met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS (CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pool must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient 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. I Common ceiling & floors R-11. EnergyGaugeTM" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.1 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, if multi -family I SEER: 10.30 - 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1732 ft' c. N/A 7. Glass area & type a, Clear - single pane 207.0 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 - ftd. Tint/other SC/SHGC - double pane 0.0 ' 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, Ext Insul, Exterior R=3.0, 1224.0 ft' EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 56.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft' d. N/A c. Conservation credits c. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' 15. 14VAC 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. Rec Una AI4: Garage Sup. R=6.0, 170.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) S74 in this home before final inspection. Otherwise, a new EPL Display Card will be completed O4 EIE based on installed Code compliant features. nr Builder Signature:`1 ,...1 Date: 4 rl,coDAddressofNewHometl! 1"r! ' `ti Pt c`t t;j City/FL Zip: X iW c`: - C ? t :k 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 86for a US EPA/DOE EnergyStar7udesignation), your home may qualmsfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D. R. HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 11/16/98 Job # 1732 Wthr Orlando —AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 38 Deg F Outside db: 93 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 32 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Construction Quality Fireplaces Area (sq.ft.) Volume (cu.ft.) Air Changes/Hour Equivalent CFM Simplified Average 0 HEATING COOLING 1732 1732 13856 13856 0.8 0.4 185 93 HEATING EQUIPMENT SUMMARY Make TRANE Model Type Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat 6.90 0 Btuh 0 Btuh 0 Deg F 1200 CFM 0.041 CFM/Btuh Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1 .00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANE Model Type COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sens Heat Ratio 10.30 35500 Btuh 0 Btuh 35500 Btuh 1200 CFM 0.052 CFM/Btuh i, MANUAL J: 7th Ed. RIGHT- z J: VI 3 . 0 .12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . blcl Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0. 8 AC/HR x 13856 Cu.Ft. x 0.0 l67 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* l . Summer Infiltration CFM 0. 4 AC/HR x 13856 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x 93 CFM = 2769 Btuh Procedure D - Equipment Sizing Loads 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0 . 12 S/N 10315 u Printout certified by ACCA to meet all requirements of Manual Form J 0 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL J: /nt CU. IVVnt•J: a•u. 1 any I Natne0fRoom Entire Rouse BR 4 FAM LAUNDRY 2 Running Ft. Exposed Will 202. 0 Ft. 29, 0 Ft. 41.0 Ft. 7,0 Ft. 3 Room Dimensions, Ft. 0.0 t. 13.5 x 12 . 0 Ft. 20.0 x 20.0 Ft. 7.0 x 9. 0 Ft. 4 Ceiings,Ft Condit. Option 8.0 1 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Mull Area Btuh Area Milt Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 212 112 0 Exposed b 12C 2.9 1.9 56 0 56 0 Walls and c 13C 3.2 1. 2 328 0 112 56 Partitions d 0.0 0.0 0 0 0 0 0. 01 0 - O f 0.0 0.0 0 0 0 0 G Windowsand a 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b 8C 37. 0 S4 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 Sotttlt 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Otherdoors a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Wells and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1113 3194 4192 162 275 311 400 671 190 63 101 110 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 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Inftltrntion a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 SubtotBnthLossm6+8..+11+12 26742 3003 4831 1152 14 Met Built Loss 10°/ 2674 10°/ 300 10°/ 483 10°G 115 15 Total Btuh Loss= 13+14 29416 3304 S314 1267 IG Int.Gains: People@ 300 6 1800 0 0 4 1200 0 0 Appl. a 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain=7+8..+12+I6 20803 1706 3900 1098 18 Duct Btuh Gain 10/ 2080 10% 171 10% 390 10°/ 110 19 Total RSH Gaina(17+18)•PLF 1.00 22883 1.00 1876 1.00 4290 1.00 1208 20 1 CFM Air Required 1200 1200 1 135 98 217 225 1 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL J: 7ln td. MUNI•J: j. V. icy- am •ujij of Room BR 2 BR 3 M/BR M/BTHqIName2RunningFt. Exposed Wall I 27.0 Ft. I 11 . 0 Ft. 32.0 Ft. 10.0 Ft. 3 Room Dimensions, Ft. 13.0 x 12.0 Ft. 11.0 x 15.0 Ft. 13.0 x 17.0 Ft. 10.0 x 15 . 0 Ft. 4 Ceiings,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Btull EXPOSURE NO. Htg Clg Length Hlg Clg Length Htg Clg Len6nh Htg Clg No Htg Clg 5 Gross a 14C 2.5 1.1 96 88 256 Exposed b 12C 2.9 1.9 0 0 0 Walls and c 13C 3.2 1.2 120 0 0 0 Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 G Windows and a 1C 31.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 37, 0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 2 44 2 44 4 89 2 35 Glass Doors NERJW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 14 685 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Horx 0.0 0 0 0 0 0 0 0 0 8 Other doors a lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 17 2 77 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 1.2 120 378 140 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2,2 156 265 347 165 280 367 221 375 492 150 254 334 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 It Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 cJbI 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Btuh Loss-6+8..+11+12 2556 1759 3790 1322 14 Duct Btuh Loss 101/ 256 101/ 176 101/1 379 10"/ 132 15 Total Bath Loss - 13+14 2812 1935 4169 1454 IG Int.Gains: People@ 300 0 0 0 0 1 300 0 0 Appl. a 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain-7+8..+12+I6 1425 1296 2737 933 18 Duct Bruit Gain 10% 142 10°/ 130 10% 274 10% 93 19 Total RSH Gain-(17+18)•PLF 1. 00 1567 1 . 00 1425 1. 00 3011 1. 00 1027 I20I CFM Air Required 115 82 I 79I 751 1 110 158 f 59 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL J:/tit to. K[Urlt•J: . W. i' ai"iujij I Name of Room BTH KICTHEN DINING 2q3 Running Ft, Exposed Wall 0.0 Ft. I 31 . 0 Ft. 14 . 0 Ft. R. Room Dimensions, Ft. 9. 0 x 10. 0 Ft. 16.0 x 14.0 Ft. 14. 0 x 18.0 Ft. x Ft. 4 Ceiings.Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Bath Area Binh Area Bnih Area Bttih EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Ntg Clg 5 Gross a 14C 2.5 1.1 0 248 112 Exposed b 12C 2.9 1.9 0 0 0 Walls and c 13C 3.2 1.2 01 0 rr p Partitions d 0.0 0.0 0 rr. 0 r.. D rr.• r.. 0.0 0.0 0 0 pe f 0.0 0.0 0 rr«• 0 Q u. 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b 8C 37.0 0 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 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 a Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0il 0 0 0 0 0 0 9 Net it 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and e 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D I.7 2.2 90 153 200 224 380 499 252 421 561 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 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 0.0 0.0 0 0 0 0 0 0 0 0 0 cJbI 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Btuh Loss-6+a..+11+12 153 5704 2471 14 Duct Binh Loss 10% 15 10% 570 1-10% 247 15 Total Bath Loss a 13+14 168 6275 2718 16 Int. Gains: People a 300 0 0 0 0 1 r."• 300 Appl. rt 1200 0 0 1 1200 0 0 17 Subtot RSH Gain-7+8..+12+16 200 5328 2180 18 Dim OtuhGain 10'/ 20 LO'G 533 10% 218 l9 Total RSH Gain-(17+18)'PLF 1.001 220 1 . 00 5661 1.00 2398 20 1 CFM Air Required 1 7 12 r' 1 256 307 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 SIN 10315 RIGHT-J WINDOW DATA 1Job #: 1732 File name: 1732 . bld 11/16/98 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 TR:Ct LE i7 s--x Emu •o. wres o a tmm AD Dmt H--s M hiWation Va!ue st Have A Ttihin, learance of 4 Inches Around Air Handier Per The State Energy Code. l FF pop 'p'. V n w X n MINI. AtIC BOM $8L[)G. if l MASTERBEDROOM ... .,,...•a«-«...•...e. 55 7p' ELECTRICAL R15ER 3 oToo C2 of l wI 5K--,/ ELECTRICAL PLAN Del - Air HEATING AIR COND, REFRIGER INC. P. 0- BOX 52Z LONGWOOD, FL 305 tam-2665) COOL CUSTOMER_ e ICZ ADCRESS PLAN No. -}OB DRAWN BY APPROVED 8Y VOLTAGE Z PHASE I S.P. f PATE 1' Ca Revised 13-6 T PLUMBING RISER DIAGRAM E~ a ala wo a= U Z U Cc ow7-,--T' PLOT PLAN A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N 00.25.29 E (ASSUMED BEARING) ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 18, A DISTANCE OF 809.27 FEET; THENCE DEPARTING SAID WEST LINE ON A BEARING OF S 89'34'31" E A DISTANCE OF 1069.17 FEET TO THE POINT OF BEGINNING; THENCE N 00'42'26" E A DISTANCE OF 110.00 FEET; THENCE S 89'17'34"E A DISTANCE OF 50.00; THENCE S00'42'26' W A DISTANCE OF 110.00 FEET; THENCE N89'17'34"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED PLAT THAT THIS PLOT PLAN IS BASED ON. LOT 32 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 677 SQ. FT. t TOTAL SOD 2643 SO. FT. t 50.00' S89'17'34"E MINIMUM LOT WIDTH 50' LOT 32 FRONT: 25' DRAINAGE TYPE A N REAR: 20' SIDE: 5' CORNER: 15' UNCOv REO,':.; m.00• 5.0 40.00' SLAB ELEVATION Y' FLOOR 11 T B1`.f d§ow N PROPOSED MODEL 1732 FINISHED FLOOR CV Q LOT 33MUSTBE16" !1 V Y ...ttt ELEVATION= 42.0 U Y, 55.00'8 CV OF ADJACENT ROAD UNLES p A/ o ci OTHERWISE APPROVED z a o COVERED ENTRANCE s m' 5. Of 09-I E., .. 5.0' POINT OF Zn BEGINNING oN 1069.1 7' 10' UTILITY EA EMENT:': n y A S 89'34'31" E N89'17'34 W w ti 50.00' a4, ou W z 19 ^ J4 W VI \ z i .- W W POINT OF COMMENCEMENT WEST 1/4 CORNER OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST PREPARED FOR: D.R. HORTON N 0 z THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE`X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE NORTHWEST 1/4 OF SECTION 18-20S-31E BEING NOO'25' 9"E FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: EEC JOB NO. ASM32943 REVISED PATIO 2-24-02 DRAWN BY: PLOT PLAN 12-19-01 TRACT A BELGIAN WAY 50' RIGHT OF WAY OF (PROPOSED) BAKERS CROSSING PHASE 1 LEGEND BUILDING SETBACK LINE POO POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE X PROPOSED ELEVATION OR OFFICIAL RECORD PO PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND 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 TYP 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 SLABS/W SIDEWALK C CHORD LENGTHCPCONCRETEPADSO, FT. SQUARE FEET 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, FOR IhTHEC.'T -eZ FIRM COLE, PSM #4403 DATE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.1 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kl3tu/hr - 3. Number of units, if multi -family I SEER: 10.30 _ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1732 ft' c. N/A 7. Glass area & type a. Clear - single pane 207.0 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' 1-ISPF: 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. 1-lot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 it' EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 56.0 ft' b. N/A C. Frame, Wood, Adjacent R=11.0, 328.0 ft' d. N/A c. Conservation credits e N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c N/A i iF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 R RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, 1v1Z-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 O4Z14ES7-.q based on installed Code compliant features. Builder Signature: t Date: t G Address of New Home: = , City/FL Zip: ob we NOTE: The home's estimated energy performance score is only available through the FLARES computer program. 7'his is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7' 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 ofCommunity Affairs at 8501487-1824. EnergyGauge© (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 DegF Design TD: 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 HEATING EQUIPMENT SUMMARY Make TRANE Model Type Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat 6.90 0 Btuh 0 Btuh 0 Deg F 1200 CFM 0. 041 CFM/Btuh 11/16/98 Job # 1732 Wthr Orlando AP F L Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 4 A gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/ Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 14 9 6 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANE Model Type COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sens Heat Ratio 10.30 35500 Btuh 0 Btuh 35500 Btuh 1200 CFlvl 0.052 CFMi'Btuh 85 MANUAL J: 7th Ed. RIGHT-J: VI 3 . 0 .12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job 9: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0 . 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26. 6 FITMIandDoor .Area Procedure B - Summer Infiltration HTM Calculation* l . Summer Infiltration CFM 0. 4 AC/HR x 13 8 5 6 Cu Tt. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x 93 CFM = 2769 Btuh Procedure D - Equipment Sizing Loads 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J 0 1732 Job# 1732 Zone: Entire House 11/16/98 NIAINUAL J: /II1 L'0. KIUNI•J: J. V. lc Jnv av1.1 Nline ofRoom Entire House BR 4 FAM LAUNDRY 2 Running Ft. Exposed Wall 202. 0 FI 29. 0 Fl. 41 . 0 FI. 7. 0 Ft 3IRoomDimensions, Ft. 0.0 I 13.5 x 12.0 Ft 20. 0 x 20. 0 FI 7. 0 x 9.0 1 4 Ceiings,Fl Condit. Option 8.0 1 heat/ cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE- OF CST HTM Area Btuh Area Bluh Area Bnlh Area Bluh EXPOSURE N0, I-ltgClg Length I-Itg Clg Length Hlg Clg Len6nh Fllg Clg Length Fltg Clg 5 Gross a 14C 2.5 1.1 1224 232 112 0 Exposed b 12C 2.9 1.9 56 0 56 0 Wnllsand c 13C 3.2 1.2 326 0 152 56 1- Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 p 0 p 0 f 0.0 0. 0 0 0 0 0 G a 1C 37.0 153 5655 23 850 23 810 0 0lass WirtdandDoors b BC 37.0 59 1996 0 0 0 0 0 v Heating c 9A 29.9 0 0 0 0 0 0 0 C d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and Noah 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 993 23 993 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 99.0 192 6934 0 0 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 B Other doors a lOD 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed T9b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 W' allsand c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 36 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1113 1191 4192 162 275 361 400 678 890 63 107 190 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 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 C 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c bj0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 SubtoiEmil LOss=6+B..+11+12 26742 3003 4831 1152 14 Duct Bmh Loss 10°/ 2674 10/1 30010% 483 10% 115 15 Total Midi Loss =13+14 29416 3304 5314 1267 16 Int. Gains: People a 300 6 1800 0 0 4 1200 0 0 Appl. Co 1200 2 1800003 0 0 0 0 1 600 17 SubtotRSHGnin= 7+8..+12+16 208 1706 3900 1098 18 Duct Btuh Gain 10% 2080 10% 171 10/1 390100/ 110 19 Total RSHGain=(17+I8)'PLF 1.00 22883 1.00 1876 1.00 4290 1.00 1209 0 CFNI Air Required I 1200I 12001 I 1351 98I 217 225J I "" 5263 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL 1:71hEtl. KIIrY11-J: J.U.1' Jnv iv i 1 Name of Roan BR 2 BR 3 11/BR M/BTH 2 Running Ft. Exposed Will 27 . 0 Ft. 11 . 0 Ft. 32 . 0 Ft. 10. 0 Ft. 3 Roan Dimensions, Ft. 13.0 x 12.0 Ft. 11 . 0 x 15. 0 Ft. 13. 0 x 17. 0 Ft. 10.0 x 15. 0 Fi. 4 Ceiings, F1 Condit. Option 8.0 heat/cool B. 0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btlt Area Bhth Area Bnih Area Biuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Len6hh Htg Clg Length Idtg Clg S GI'OS$ a 14C 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1.9 0 0 0 0 Walls and c 13C 3.2 1.2 120 o 0 0 Partitions d 0.0 D.0 0 0 0 0 0-0 0.0 01 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b BC 37. 0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 7 Windows and Nonh 22.0 2 44 2 49 4 89 2 35 Glass Doors NE/NW 41 . 0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 19 685 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.91 0 0 0 0 0 0 0 0 0 0 0 0 b I 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 19C 2.5 1.1 10 197 88 72 177 79 224 152 247 172Exposedb12C2.9 1.9 0000 0 0 0 0 0 T(0) 0 0 Wallsand c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 Paoitions 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 r 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 161 210 367 221 375 492 150 254 334 b 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 I Floors n 22A 25.9 0.0 27 700 0 11 2B5 0 32 829 D 10 259 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 D 0 cJbI 0.0I 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Stuh Loss=6+8..+11+12 2556 1759 3790 1322 I4 Duct Built Loss 10°/ 256 101/1 176 10% 379 10/, 132 15 Total Btuh Loss= 13+14 2812 1935 4169 1454 16 Int. Gains: People n 300 0 0 0 0 1 300 0 0 Appl. rr 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain=7+8..+12+16 1425 1296 2737 933 18 Duct BtuhGain 10% 142 10% 130 10% 274 10% 93 19 Total RSH Gain=()7+18)`PLF 1.001 1567 1.00 1425 1 . 00 3011 1 . 00 1027 20 CFMAir Regttired I •'•• I 1151 82I I 791 75 1 1701 158 59 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL J: /(h 1:0. KIUHI-J: J. V.1C onv 1VJ1./ I Name of Room BTH KICTHEN DINING 2 Running Ft. Exposed Wall 0 . 0 FI. 31. 0 1, 1. 14.0 Ft. 1'I 3 Room Dimensions, Ft. 9.0 x 10.0 FI 16. 0 x 14 . 0 FI. 14. 0 x 18.0 FI. x Ft. 4 Ceiings,Ft Condit. Option 8.0 heat/cool B.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Stull Area Bhth Area Bnlh Area Bluh EXPOSURE NO. Hig Clg Length Htg Clg Length HIg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 0 248 112 Exposed b 12C 2.9 1.9 0 0 p r.r Walls and c 13C 3.2 1.2 0 0 0 Partitions d 0.0 0.0 0 0 a+rr r. r.+ rrr r++ r.+ e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 rrr+ 0 r.++ r.+ r..a 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b BC 37.0 0 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 r+r. 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 rrr• 0 0 0 0 rr. 0 SE/SW 49.0 0 0 57 2795 20 985 Hoa 0.0 0 0 0 0 0 0 8 Other doors a 10D 14,7 9.91 0 0 0 0 0 0 0 0 0 b 10D 14,7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 11 4 153 203 89 219 98 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 o 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 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 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 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 12 1 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Molt Loss=6+8..+11+12 r•" 153 r"' 5704 rr.' 2471 r+.. 14 Duct Built Loss 10% 15 10/, 570 r+++ 10% 247 15 Total Bash Loss= 13+14 168 6275 2718 16 Ini. Gains: People rr 300 0 0 0 0 1 300 Appl. « 1200 0 0 1 1200 0 0 17 Subtot RSH Gain-7+8..+12+16 200 5328 2180 IS Duct Btuh Gain 10% r+++ 20 10% 533 10% 218 19 Total RSHGitin=(17+18)•PLF 1.0' 220 1.00 5861 1.00 2398 I20 1 CFM Air Required I 7 121 I 256 3071 I 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job: 1732 File name: 1732 . b 1 d 11/16/98 N1l S D W G L S S 0 N A S 0 O W C W S N K I A L O T H V G N II 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 0 x Y T M R R BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 All Duct Has p-6 insulation Va'.ue MMMM L to® MOM- mm Q 0mm ON DINP- Y IDAREA I FAMILYROOM IZ \ vlust Have A Mint earance of 4 Inches Around Air Handier Per The State me-rgy Code. r r e FOYER rp X C' Ur1n nX n r lli v A)c SLAB BY BLDR. 4 l MIN. 2' FROM BLDG. VRP TD F- C 3ATA j MASTER r BEDROOV 1 5 ELECTRICAL RISER fl ff)43 P/Np 1 n oma GARAGE ELECTRICAL. PLAN x ' L— Del - Air HEATING AIR COND. REFRIGER INC. P. O. BOX 522. LONGwOOD, FL 305 1831.2665) COOL CUSTOMER-p E' X1 ADDRESS PLAN NO. -13 7 )OB DP,AWN BYZ, APPROVED BY VOLTAGE 2 PHASE 1 S.P. DATE 1 Ca Revise0 IDn 1 PLUMBING RISER DIAGRAM 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 1732.0 42.08 13118.1 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 328.0 0.7 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 1732.0 0.60 1039.2 Under Attic 19.0 1883.0 1.10 2071.3 Base Total: 1732.0 1039.2 As -Built Total: 1883.0 2071.3 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 1732.0 14.31 24784.9 1732.0 14.31 24784.9 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: 35305.0 Summer As -Built Points: 31750.5 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System Multiplier X Credit Multiplier Cooling Points 35305.0 0.3577 12628.E 31750.5 31750.5 1.000 1.00 1.048 1.048 0.331 0.331 1.000 1.000 11016.1 11016.1 EnergyGaugeT" 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 1732.0 4.79 1493.2 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276A Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 328.0 1.8 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1732.0 0.60 1039.2 Under Attic 19.0 1883.0 1.00 1883.0 Base Total: 1732.0 1039.2 As -Built Total: 1883.0 1883.0 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 1732.0 0.28 485.0 1732.0 0.28 485.0 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: 4988.0 Winter As -Built Points: 8224.0 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit = Multiplier Heating Points 4988.0 1.0730 5352.2 8224.0 8224.0 1.000 1.00 1.073 1.073 0.495 0.495 1.000 1.000 4364.9 4364.9 EnergyGaugeT" DCA Form 60OA-97 EnergyGaugeD/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , 91 RA-91 IMP11 TPATInN RFntJCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ftwindow area; .5 cfm/sq.ft. door area Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqlts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. w nn r.T rr nn r nninTnie 1111CA 0 MCC lw...r 4 k rr.e,f r.r nvnnnrinrl by nil rocirinne-nc 1 COMPONENTS FSECTION 1 REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal effir ciency_ 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. EnergyGaugeT"" DCA Form 60OA-97 EnergyGauge(D/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whble Building Performance Method A - Details ADDRESS: , . , PERMIT #: ASE 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 12628.6 5352.2 10256.0 28236.7 11016.1 4364.9 10494.5 25875.5 PASS y0, yIAE STq O r§, 06 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge&/FlaRES'97 FLRCNA-200 M Limited Power Of Attorney I hearby name and appoint: Craig Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildinq Dept. of: C jt, 0, Eaj 6r, i I -ion For a residential permit for work to be performed at: Lot # : Subdivision V)aku'sC(D-SSS'YIq Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Co Signature of Contractor This foregoing instrument was acknowledged before me this: Date: ' By: Richard B. Ladd ( Contra Who is personally kno n to e. e 'I r162427 State of Florida County of Orange Notary Public SignatureNotary Seal J KAWAPEX PE7"''"'u w C; C) N-r'RC> t— Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address (c 'ttZ it_. \. l -C2 City/State/ZipZ- Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: r <- QC.*, Se ntdcoin' c a- sy Quarterly Payment Amount $ First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip_ Phone & Email REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEJRN 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 may be maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for $ per quarter 3moperiod) 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/PHYS[CAL FACTORS: Customer understands and agrees that (1)it is the responsibility of all family members, visitors, guests, anti/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 mollify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (I)the Structure(s) being structurally mollified, 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 he 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/SEVERABILITV. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. D[SCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. 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 I (one) year from its effective date. After this initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a $5000 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 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 1 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. c. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: Garages/Carports I > , S.F. Porch(s)/Entry(s) S.F. Patio(s) S.F. Conditioned structure ' ' 2_ S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) Cl 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- 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 E i yyt.. t DA'ff_SIGNATURE By Owner or Aubiortzed Agent) City of Sanford Dan Florian, Building Official P. O. Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for 212 Belgian Way To Whom It May Concern: This letter is written to request a prepower inspection for the address reference above. Please be advised that such building will not be occupied until the certificate of Occupancy has been released. Sincerely, Robert A. L` son FAEB3.>ESIGN GROUP, INC. 1441 C.R. *427 NORTH l_0NOW000. FL.A. 32750 PH., (407) 774-9076 FAX= (407) 774-4078 BAKERS CROSSING LOT# 32 732"mR REVISED SQFTGo Pt SQm FTs ALL .'S LIVING 1732 SQ. FT. GARAGE 456 SQ. FT. ENTRY 22 SQ. FT. TPi O SQ. FT. TOTAL 2264 SQ. FT. AR 4 2UO2 3I1 /02 4 M 01 Te k December 12, 2001 i `ek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 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 : 11297052 thru I1297082. Total : 31 drawings. Job :DR 1732E Builder D.R. HORTON Location :BAKERS CROSSING, LOT 32 County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 31 Tniss drawing. 2) Truss Index. i 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 ANSUTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732E s Trusses included = 31 0,"\drl732e\a.tre" 11297052 1,"\drl732e\a1l.tre" 11297053 2,"\drl732e\a13.tre" 11297054 3,"\drl 732e\al 5.tre" 11297055 4,"\drl732e\a17.tre" 11297056 5,"\drl 732e\al 9.tre" 11297057 6,"\drl732e\a7.tre" 11297058 7,"\drl732e\a7a.tre" 11297059 8,"\drl732e\a9.tre" 11297060 9,"\drl732e\a9g.tre" 11297061 1 0,"\drl 732e\b.tre" 11297062 11,"\drl732e\bg.tre" 11297063 12,"\drl732e\c.tre" 11297064 13,"\drl732e\c5.tre" 11297065 14,"\drl732e\d3.tre" 11297066 15,"\drl732e\j.tre" 11297067 16,"\drl732e\j5.tre" 11297068 17,"\drl732e\jg.tre" 11297069 18,"\drl732e\jg4.tre" 11297070 19,"\drl732e\k.tre" 11297071 20,"\drl732e\I.tre" 11297072 21,"\drl732e\l1.tre" 11297073 22,"\drl732e\I2-1.tre" 11297074 23,"\drl732e\12-6.tre" 11297075 24,"\drl732e\m.tre" 11297076 25,"\drl732e\m1.tre" 11297077 26,"\drl732e\s.tre" 11297078 27,"\drl732e\sl.tre" 11297079 28,"\drl732e\s2.tre" 11297080 29,"\drl732e\s3.tre" 11297081 30,"\drl732e\s4.tre" 11297082 BO r No. 4 5161 's V.- STATE OF 117B.41 August 30, 2001 A ARMING - Ver(fy design Iraratrsrctertis and RFAD NOTES ON'THIS AND REVERSE SIDLE BEFORE US& Design valid tot use only with Milek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not Truss deslgner. 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 b0acing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Qualify Standard, DSB-89 Bracing Spectficatlon, and HIB-91 Handling Installing and Bracing Rocomm*ndatlon avallable from Truss Plate Institute, 583 D'Onoftlo Drive. Madison, WI 5371Q. We M1 MiTek0 Symbols PLATE LOCATION AND ORIENTATION 1'!4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 CJ WEBS J5 Cl O _ O Cr c o a. lay V O U a ca c cb BOTTOM CHORDS Jt 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 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko AA.1L'® HYDRD,OtR TM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. @ 1993 Mitek Holdings, Inc. ' f'1o Truss? e --- 1 YP JUNAIDIE BUDIMAN PE #45161 Y Y —HER 16472 Segovia Cir. N 11297052 1 DR1732E 11 A 1 ROOF TRUSS Pembroke Pines, FI 33331-4621. 18 1 II optlonal j s i'ug22 2OdI-Mi'Tekln c ustries Inc. Wed Aug 29-OT:T2739 20O1--Page l 1-0- 7-1-3 13-6-10 20-0-0 ,{ 26-Sfi 32-10.13 40-0-0 1-0- 4 ---- i— - _— .- -... - — - — -- 4 . 4 1.0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:69.21 5x6 = I 5 I 500I12 3x4 - / 3x4 j j 6 5x6 5x6 1 TJ 3x8 == 12 11 10 3x8 = 5x6 = 5x8 = 5x6 = i 10-3.14 20-0-0 29-8-2 40-0 0 10-3-14 9-6-2 9-8-2 10-3-14 Plate LOADING (psf) i SPACING 2-0-0 j CSI DEFL in (loc) I/defl PLATES GRIP j TCLL 30.0 Plates Increase 1.33 lu 0.57 Vert(LL) 0.28 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 j BC 0.77 i Vert(TL) -0.51 10 11 >934 BCLL 0.0 1 Rep Stress Incr YES WB 0.54 Horz(TL) 0.17 8 n/a j BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 195 lb 1 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 10 4 oc purlins. i BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 11. 6 11 REACTIONS(lb/size) 2=1951/0-8-0.8=1951/0-8-0 Max Horz 2= 46(load case 2) Max Uplift2= 695(load case 4), 8= 695(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1-2=29, 2-3=3922, 3 4= 3534, 4 5= 2487. 5 6= 2487, 6 7=3534. 7 8= 3922, 8 9=29 BOT CHORD 2 12=3507, 11 12=2877, 10 11=2877, 8-10=3507 1 WEBS 3 12= 450, 4 12=599, 4 11=-884, 5-11=1354, 6 11= 884, 6 10=599. 7-10= 450 1 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/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 j 1 t.... No. 451&1 STATE OF 4 OR t4,..'1 j ONiL August 30,2001 4&14,ARd4`TNO - Vertfgf desdUn pa.rrxrneters and READ NOTES ON THIS AND REVERSE S(DE REFORK USE. Design valid lot use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Instalied and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designee. 8racing 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 guidance egoiding tabtication, quality control, storage, delivery, eeection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek° leHandlingInstallingandBracingR*comm*ndation avallabfrom Truss Plate Institute, S83 D'Onofrio Dtive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachCiC3other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o z ; a joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a 5 _ at joint locations, truss and vertical web, O ( L o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromc' panel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 unless otherwise noted. SBCCI 87206, $6217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 euni ® HYQRO tR® ob 11 russ Iruss I ype JUNAIDIE BUDIMAN PE #45161 ty y 1 i 16472 Segovia Cir. N. i 11297053 DR 1732E All i ROOF TRUSS Pembroke Pines, A 33331-4627. 2 1 I (optional) T NOW _._....-_....__..__2.0 RI s AAug 6607-1W TekTncTusEnes Tnc. e ug 07:T2:4G-2001 Pag— 1-0- 5-e-14 11-0-0 17-0-0 23-0-0 zs-o-o 34-2-2 40-0-0 1-0-9 1-0.0 5-9-14 52-2 6-0.0 6-0.0 6-0-0 5-2-2 5-9-14 1-0.0 Scale = 1:70A 5x6 = 5x6 = 3x4 = 5x6 =_ 5.00:12 4 5 6 7 i 2x4 ` ; % 2x4J3 6 17i s 10 7 3x8 = 13 12 11 3x8 5x8 -= 5x6 = 5x6 = i I 20-0-0 29-0-0 40-0-0 j 11-0-0 9-0-0 9-0-0 11-0-0 Plate sets - [0 d 2 0 1 81 LdO 3 0:0-2 4] L50 3 0 0.3OI 7-62 4L[96— ' — -- j LOADING (psf) SPACING 2 0 0 i CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 I Vert(LL) 0.36 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 I BC 0.97 Vert(TL) -0.67 12-13 >705 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.19 9 n/a BCDL 10.0 1Code SBC/ANS195 1st LC LL Min I/deft = 360 i 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 7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0 8 0, 9=1951/0 8 0 Max Horz 2=26(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= 3773, 3 4= 3370, 4-5= 3109, 5 6= 3856, 6 7= 3109, 7 8=-3370, 8 9= 3773, 9-10=14 BOT CHORD 2-13=3442, 12 13=3797, 11 12=3797. 9 11=3442 I WEBS 3-13=-364, 4 13=875, 5 13=-869, 5-12=107, 6-12=107, 6-11=-869, 7.11=875, 8-11=-364 1 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 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 J Frc;, No. 45161 '* 0'.• ST'ATE OF August 30,2001 4&WARMNG - Ver(fy deirlgn parameters and REAR NOTES OIYTTTTS AND REVERM SIDE BEFORE USE, "O Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and boded vertically. Appllcoblllfy 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 responsibillly of the etectot. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general gullance regarding fabricatlon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek0HandlinginstallinqandBracingR*eommondaflon available from Truss Plate Institute, 583 D'Onofrlo Dtive. Madison, W153719. 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.. 4 TOP CHORDS 2, Cut members to bear tightly against eachC2C3 other. Er o wEBSNc, 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h 3 Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices 14 length(+ 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCt 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer, 15. Care should be exercised in handling, PAPINEL TM erection and installation of trusses. O 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMjV0.AIR@ I yob- Tru53 ? ruses yTpe . UNAIDIE BUDIMAN PE #45161 Qty rPTyy H0RTON 16472 Segovia Cir. N. j 11297054 I DR1732E A13 ROOF TRUSS Pembroke Pines, FI 33331-4627. 2 1 1 13 (optional) g I e n us les7nc.. Wed Aag236Tf2:41 20IIr ag CU3PAl Z NOW06D -F _ 4:2OI—BAI s u 22_ 1 0 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:70.4 '.. i 5x6 2x4 3x4 5x6 = 4 5 6 7 r 5.00 12 2x4\\ 1 2x4// 1 8 m i 1 2 ! 10 o C o 3x8 = 14 13 12 11 3x8 5x6 = 3x8 5x6 == 5x6 = 9-1-14 ._. 17-8-0 _...;...- . 2z-4-0 __- 30-10-2 40-0-0 9-1-14 8-6-2 4-8-0 8-6-2 9-1-14 Plate sets 04 2ZfI=$J--j4_0 3-0 0-2-4rjT- - - .0 3 6d_3 OT712:0 3 0,0 30T, CT4.0-3 _ LOADING (psf) SPACING 2.0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.31 13 >999 iM1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) 0.56 13-14 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 i1 1st LC LL Min I/deft = 360 i Weight: 201 lb L-__ L ......._._..__ .. _.. LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 0 12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0 8 0, 9=1951/0 8 0 Max Horz 2= 31(load case 2) Max Uplift2= 695(load case 4). 9= 695(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORD1-2=14, 2 3=-3759, 3 4=-3463, 4.5=-3281, 5.6= 3281, 6-7=-3281, 7.8=-3463, 8 9=•3759, 9 10=14 BOT CHORD 2.14=3436, 13 14=2877, 12.13=3281, 11-12=2877, 9 11=3436 I WEBS 3 14= 368, 4 14=554, 4 13=622, 5 13=341, 6 13= 0, 6-12=-341, 7 12=622, 7-11=554, 8 11= 368 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/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 XQ 1 , 1iFie. q * •. `ice NOAS161 STATE dF oaL .+, .. aNAL August 30,2001 WARNTNi7 - V'er-#fy d..igt Rarxrrneterrr and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectots. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building deslgnei - not truss designer. Biocing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsibillty of the erector. Addltlonal permanent bfbcing of the overall structure B the responsibility of the building designer. For general guidance tegatding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSR-89 Bracing Speclflcation, and HIB-91 M iTek° Handling Installing and Bracing Recommendation available horn Truss Plate Institute. 583 D'Onoftlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. JZ J3 J4 owner and all other interested parties., 4 TOP CHORDS 4 2, Cut members to bear tightly against eachc3other. o wEBS J6 a 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; ¢ joint and embed fully. Avoid knots and wane plates I /8" from outside edge of o a sy _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at I14 length(+ 6" fromC8C, C6 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. 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 HYDR0,41RO V 'K 16b us ---7 Truss I ype JUNAIDIE BUDIMAN PE t145161 Pfy ' 16472 Segovia Cir. N. 11297055 DR1732E A15 ROOF TRUSS Pembroke Pines. Fl33331-4627 2 1 L— o tional 4CCII U 6D-FE---- __._......_ .201 SRIs 2 I I n us ries, Iric. We ug 29 07 12:42260I Page20M1- 0.07.9-14 iS0-0 20-0-0 __,__250-0_ 32-2-2 40-0-0 41-0.f 1- 0-0 7-9.14 7-2-2 50-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale = 1:70.4 j 5. 00 12 5x6 2x4 II 5x6 = 4 5 6 5x6S Sx6 . 3 7 2 , ' i 8 a 3x8 = 12 11 10 3x8 = 5x6 = 5x8 = 5x6- 10- 3-14 ._ ....__.- 20-0-0 {- -. 29-8-2 40-0-0 ..... 10- 3-14 9-8-2 9-8-2 10-3-14 a' - PIieOffsetsY): [2:0 f 81 [3.0:3— O 3.OT[4, - 6 0J, TSII 4 2 -I-81, 1 2:03-0.0-3-01 LOADING (psf) SPACING 2-0 0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30. 0 I Plates Increase 1.33 TC 0.88 Vert(LL) -0.27 11 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.90 Vert(TL) 0.62 11 12 >765 BCLL 0. 0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.16 8 n/a BCDL 10. 0 Code SBC/ANSI95 1st LC ILL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 1D *Except" TOP CHORD Sheathed. 4.6 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 5 11 9 cc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/ size) 2=1951/0-8-0,8=1951/0-8-0 Max Horz 2=35(load case 3) Max Uplift2=- 695(load case 4), 8=-695(load case 4) FORCES (Ib) First Load Case Only TOP CHORD 1 2=14. 2 3=-3661, 3 4= 3332. 4-5= 2888, 5-6=-2888, 6 7=-3332, 7-8=-3661, 8 9=14 BOT CHORD 2 12=3351, 11-12=2667. 10 11=2667, 8 10=3351 WEBS 3- 12= 448, 4.12=685, 4 11=355, 5-11=-363, 6.11=355, 6 10=685, 7 10= 448 NOTES 1) This truss has been checked for unbalanced loading conditions. j 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 8. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. I I LOADCASE( S) Standard `p i ln` F III ' I q N0.45161 STATE OF • QNaL I August 30,2001 kirWARNT%Cr - VerVy designn parameters and READ NOTES ONTIMS AND REVERSZ SIDE EIFFORE USE. sinieisirst® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslbllliy 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 bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek° Handling InstalllnaandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofilo Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies offhis truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against eachr2c' other, Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , 00 ; ' joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. as o 4. Unless otherwise noted, locate chord splices at i/a length(} b" fromr, 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 MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 8720b, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, Mi! 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, tfiq;bli_ r. eCLIP PANEL TM erection and installation of trusses, 1943 Mitek Holdings, Inc. ` FORM018,019 HYDRMAIa 4 o .Truss Tuns Type __.._. tY ...,-Fr- JUNAIDIE BUDIMAN PE #45161 16472 Segovia Cir. N. 11297056 DR1732E A17 ROOF TRUSS 2 1PembrokePines, FI 33331-4627. p tional 2 Oced Agq24usiviTe res,n.W27:00geF 1- 0-Q 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-1340-0-0 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 5. 00 12 5x6 I 5x8 5 6 5x6 j- 5x6 4 7 2x4\\ --: 2x4// r h 3 8 r 3 ' 0, 7 3x8 -= 14 13 12 11 3x8 = 5x6 = 3x8 = 5x6 = 5x6 == i B- 4-11 17-0-0 23-0-0 31-7-5 40-0-0 i— . ... 8- 4-11 8-7-5 6-0-0 8-7-5 B-4-11 P Offsets (X;Yj [2:0 4-T-8jj.[4-0 3 00=3 Oj: [0 3 0 0 2 4]; [b:03 2;0 2 $ : - TO 3-6;030r[P£(f3 0 3=0], j14: 0-3 0 C LOADING ( psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) 0.54 11 12 >880 BCLL 0.0 i Rep Stress Incr YES WB 0.70 ! Horz(TL) 0.17 9 n/a j BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2 11-15 oc purlins. BOT CHORD 2 X 4 SYP Nc.21D BOT CHORD Rigid ceiling directly applied or 6 0 7 oc bracing. WEBS2X4SYPNo.3 WEBS 1 Row at micipt 6.13 REACTIONS ( lb/size) 2=1951/0-8 0, 9=1951/0 8 0 Max Horz 2=40(load case 3) Max Uplift2= 695(load case 4), 9= 695(load case 4) FORCES ( lb) First Load Case Only TOP CHORD 1 2=14, 2-3=3820, 3-4=-3551, 4 5= 2689, 5 6= 2494, 6 7=-2689, 7.8=-3550, 8-9= 3820, 9-10=14 BOT CHORD 2-14=3487, 13-14=3028, 12 13=2494. 11 12=3023. 9-11=3487 WEBS 3-14= 303, 4 14=461. 4 13= 719. 5 13=611. 6 13=-0, 6 12=613, 7 12= 716, 7 11=465. 8 11= 305 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top i chorddeadloadand5.0 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 XQ M0. 45161 t STATE 4R O .. K4 Sw Q YI1 August 30,2001 1 A WARNING - Trer(fip design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE. USE. Design valid for use only with M1Tek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brhtcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 M iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrb Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3A410, *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcuCa other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Z ; ¢ joint and embed fully. Avoid knots and wane plates 1 /8' from outside edge of U p a r , _ at joint locations. truss and vertical web. O a o 4. Unless otherwise noted, locate chord splices at i14 length(' 6" fromcec, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Nil 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. O 1993 Mitek Holdings, Inc. CLIP FORM019,019 HYDROA.IR0 o ruT ss rugs lype JUNAIDIE BUDIMAN PE #a5161 QtYY F1 - 16472 Segovia Cir. N. 11297057 DR1732E A19 ROOF TRUSS 2 1PembrokePines. FI 33331-4627. optional)__ 7 0 C -711 L YNGW0 0--'L_... _---_._._.....--- --.--- s 22 21I e n ustns 1nc-WZIW29-07T£- 3200I age 1-0--Q 6-9-3 12.10-10 19-0-0 21-0-0 27-1-6 33-2-13 40-0-0 1-0.0 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 55. Aq 6 3x4 i : --- 3x4 j 5x6 ;- - 4 -/ I I1 7 5x6 ` I 3 / 6` jm ij i 12;' 9 y o 3x8 = 14 13 12 11 3x8 = 5x6 = 5x6 = 3x4 = 5x6 i i 9-9-14 J 19-0-0 21-0-0 I 30-2-2 ...._._...-. ._._.._....._- 40-0-0 9-9 14 9.2.2 2-0-0 9-2-2 9-9-14 3- 14:0 3-0. 3 0, LOADING (psf) SPACING 20.0 ( CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 ! Vert(LL) 0.33 11.12 >999 I M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.$3 Vert(TL) 0.57 11 12 >827 BCLL 0.0 1 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 -1 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 11-1 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 4 3 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-13, 7.12 REACTIONS (lb/size) 2=1951/0 8 0, 9=1951/0 8 0 Max Horz 2=44(load case 3) Max Uplift2=-695(load case 4). 9=-695(load case 4) FORCES (Ib) First Load Case Only TOP CHORD 1 2=29, 2.3=-3939, 3-4=-3579, 4 5=-2575, 5 6= 2304. 6 7= 2575, 7-8=-3579, 8.9= 3939. 9-10=29 BOT CHORD 2 14=3523, 13 14=2946, 12 13=2304. 11 12=2946, 9 11=3523 WEBS 3-14=-408, 4.14=560, 4-13=-863, 5-13=667, 6 12=667, 7.12=-863, 7-11=560, 8 11=-408 I NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The I 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. i LOAD CASE(S) Standard E•BIfjQ 1 t : No. 4 5161 ' * STATE OF August 30,2001 WARNING - V.,ify d..1y;x parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown. and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral suppoit of Individual web membets only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance Jregardingfabrication, Quality control, storage, delivery, etectlon and bracing, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ® Handling Inatalllna and Bracing recommendation available from Truss Plate Institute, 683 D'Onoftb Drive, Madison, 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 theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. s J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachczc3other, o a: WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q o joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of v a r at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC, C' panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTeke MYDRD MfR e 7M 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. 6U-- I Iruss Iruss I ype JUNAIDIE BUDIMAN PE #45161 (Qty y ORTON DR1732E 1A7 R 16472 Segovia Cir. N 11677049 ROOF TRUSS Pembroke Pines, FI 33331-4627. P21! ptionII PAN. LON OOD-7L 4., i ' Unt )C00 T- NIL, 1-hC-77-u-N v-T5--r3702--.-2=01- -Page I I-O-q 3-9-14 -0A0 13-6-14 20-0-0 26-5-2 0-0. 36-2.2 4G-0-0 41-0-0 1-0-0 3-9-14 3-2-2 6-6-14 6.5.2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scale = 1.70 41 5x10 5XIO 5.00 F1 -2 4x6 = 7x8 = 4x6 4 5 6 7 8 2x4 2.4 993 3x8 81615141312 3x4 = 5x6 = 3x8 = 5x6 = 3x4 7-0-0 13-6-14 2M-0 26-5-2 33-0-0 40-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets _(XY .0-3-4,0-3-OL2:0-4-2,0- 1-81, L10:0-4-2,0-1-8J.J=.- LOADING (psf) SPACING 20.0 CS1 DEFIL in floc) I/defl PLATES GRIP TCLIL 30.0 Plates Increase 1.33 TC 0.50 Vert(I-L) -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/ANSI95 (Matrix) 1 I st LC ILL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-11 1 oc puffins. 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. BOTCHORD 2X4SYP No.1D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=3875/0-8-0. 10=3875/0-8.0 Max Harz 2=-17(load case 2) Max Uplift 2=- 1 646(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 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 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 poncling. 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: S 183 Top chords connected as follows: 2 X 4. 1 row at 0-9-0 oc, 2 X 6 2 rows at 0.9.0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. IL Webs connected as follows: 2 X 4 - 1 row at 0.9.0 oc. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 569.31b up at 33-0.0, and 603. 21b down and 569.31b up at 7.0-0 on bottom chord. Design for unspecified connection(s) is delegated to the build in; designer. No. 45161 4C LOADCASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ': 60- STATE OF Ly UniformLoads (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 N'OF1166, ConcentratedLoads (lb) Vert: 16=.603.2 12=-603.2 L August 30,2001 wmwwr, - V.,Jfy d1k.i9n. pn.,netertir and READ NOTES ON THIS AND REVERSE SEDE BEFORE USE. iiii==iiiiie Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and Is lot an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bullcling designer - not truss designer. Bracing shown is tot lateral support of individual web members only. Additional tempo(oty bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibcIng of the overall structure Is the responsibility of the building designer. For general guidance M1 regarding fabrication, quality control, storage, delivery, erection and bracing. consult QST-88 Quality Standard, DSB-69 Bracing Spocificatlon, and HIG-91 Handling Installing and Bracing R*cornmendation available from Truss Plate Institute, 583 D'Onolflo Drive, Madison, WI 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 1)X' * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a Q 0 For 4 x 2 orientation, locate Uplates1/8" 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. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCi 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Nii MiTeke FORM018,019 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6° from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. t Tab- russ russ TeYP IUNAIDIE BUDIMAN PE #45161 Y Y 16472 Segovia Cir. N. DR1732E A7A ROOF TRUSS 1 1 11297059 Pembroke Pines, EI 33331-4627. o tional) k='SPAN-COIQOWOOD.-F - - --- 3.Z01 SRTsAug 2 I e n ustrles,Inc. eAug 2 307 12?15 200 age 1-0-0 3-9-14 7-0-0 11-8-15 16-4-1 21-1-0 1-0-0 3-9-14 3-2-2 4.8.15 4-7-3 4-8-15 i Scale = 1:30.0 i 6x8 = 6x6 = 3x6 II 4x8 ._ 4 12 13 5 14 15 6 16I 17 7 F 2x4 _ - j - [ --'I'' 2 11 16 19 10 20 21 9 22 3x8 = 23 8 3x4 = 7x8 = 500 = 3x4 II i 7-0-0 11-8-15 16-4-1 i 21-1-0 7-0-0 4-8-15 4-7-3 4-8-15 Platte -seesjRY j4:0-2=0;0 4 OI; I9-0-3-$,D 3 0]; [I0 0 4 Z7 4=8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.27 10-11 >904 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.69 Vert(TL) -0.25 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) -0.07 8 n/a i BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC ILL Min I/defl = 360 Weight. 136 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0.7 oc purlins, except end verticals. 4.7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3 8.6 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=2058/0 3 0, 2=2020/0 8 0 Max Horz 2=181(load case 3) Max Uplift8=-1850(load case 3), 2= 1623(load case 3) i FORCES (lb) First Load Case Only I TOP CHORD 1 2=34, 2 3= 4233, 3-4= 4111, 4 12=-4151, 12 13= 4152, 5-13= 4155, 5 14= 2880, 14 15= 2880, 6 15= 2880, 6 16= 2880, 16 17= 2880, 7 17= 2880. 7 8= 1957 BOT CHORD 2 11=3810. 11-18=3832: 18 19=3832, 10 19=3832, 10-20=4152, 20 21=4152. 9 21=4152. 9 22=125, 22 23=125, 8 23=125 WEBS 3-1 1=-20, 4 11=775, 4 10=373, 5 10=23, 5 9=•1488, 6-9= 766, 7-9=3225 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 1850 lb uplift at joint 8 and 1623 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 305.1Ib up at 7 0 0, 159.51b down and 305.11b up at 9-1-1, 159.51b down and 305.1lb up at 11 1-1, 159.51b down and 305.1Ib up at 13 1 1. 159.51b down and 305.1Ib up at 15-1-1. and 159.51b down and 305.1Ib up at 17 1 1, and 207.91b down and 342.51b up at V` .•'•.lFlo18-5-4 on top chord, and 625.11b down and 577.6Ib up at 7-0-0, 46.01b down at 9-1-1, 46.0Ib down at 11 1-1, 46.01b 4 P i • down at 13-1-1, 46.01b down at 15-1-1, and 46.01b down at 17-1.1, and 17.91b down at 18.5.4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. f N0.45161 LOAD CASE(S) Standard 0 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) S STATEO CZ/ Vert: 1 4=-74.0, 4 7=-74.0, 2 8=-20.0 4Or..+ OR11ConcentratedLoads (lb) 1++•..•"_[ Vert: 4=-159.5 11= 625.1 12= 159.5 13=-159.5 14= 159.5 15= 159.5 16= 159.5 17= 207.9 18= 46.0 19=-46.0 20= 46.0 21= 46.0 22=-46.0 23=- 17.9 TONAL I I AWi3f%NING - VeriN design parvxreseteras and EtH.`AD NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and is tot an Individual building component to be Inslalied and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponsibility of building designer - not truss designee. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the eesponsibilily of the erector. Additional permanent brbctng of the overall structure is the responsibility of the building designer. for general guidance regaiding fabilcatlon. quality control, storage, delivery, erection and bracing. consult OS7-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k Handling Installlnq and Bracing Gocamms ndatlon available from Truss Plate Institute, 583 D'Onohb Ddve, Madison, WI 53710. Symbols Numbering System L&General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Gould 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 13 J4 owner and all other interested parties., 4 TOP CHORDS 2, Cut members to bear tightly against eachczc3 other, Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; ¢ joint and embed fully, Avoid knots and wane ointplates1 /8' from outside edge of Z o a r = at I locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 114 length(' 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J, J8 J7 J6 lumber shall not exceed 19 h at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. 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 IiTek® engineer. 15, Care should be exercised in handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 NYDRD-AIRM s 7o russ Truss y-T pe - ty Y rHOR I ON JUNAIDIE BUDIMAN PE fJ45161 11297060IDR1732EA9ROOFTRUSS16472SegoviaCir. N 1 1PembrokePines. FI 33331-4627, ( o ClonalP_ g gCr1'SFAN;ZOTTGVJOOD C s ug 2 2(MTViTek Industries. Tnc-PecrAu 9 07 I 66f Fa e 1-0- 4-9-14 , 9-0-0 14-6-0 20-0-0 25-6-0 31-0.0 35-2-2 40-0.0 1-0- 4 --- - - - -- - -- - -- -+- if 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5.6-0 5-6-0 4-2-2 4-9.14 1-0-0 Scale = 1:70.4 5x6= 5x6 = 3x4 = 5x6 = 3x4 = 5.00112 4 5 6 7 8 1 2x4 2x4 1 3 10 o 2 1 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 3x4 = 3x6 = 3x8 = 3x4 = 9-0-0 16-4-0 31-0-0l --_23-8-0 _ _ --1--- _ .... ...-40-0-_0 9-0.0 7-4-0 7-4-0 7-4-0 9-0-0 ate sets RYA. __T2-0 2 0 Tyr :0 3 0 0-2-4T76:0 6;6.3-0 , Ib:O 3 D.F`geJ 1 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) -0.45 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 i Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANS195 ! 1st LC LL Min I/dell = 360 Weight: 195 Ib I LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.3 9 cc 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) iMaxUplift2=.695(load case 4), 10=-695(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 23=-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 BOTCHORD 2-17=3507, 1617=4389, 1516=4389, 14.15=4755, 1314=4389, 12-13=4389, 1012=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 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, 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 183 M0.45161 * MATE 4E • r't+•/ o cod*' ` SfaNAL • August 30,2001 !, RIARNING - Verify deaden parameters and READ NOTES ON T111S AND REVERSE SIDE BEFORE USE. iiiiiiiiiiii® Design valid lot use only with MITek conneclots. This design Is based only upon parameters shown, and Is tot an Individual building component to be Inslalled and loaded vertically. Applicability of design parameters and propet Incorporation of component is iesponsibility of building designer - not Ituss designet. Bracing shown is for lateral suppott of individual web membets only. Additional tempotaty bracing to Insure stability luting construction Is the responslblllty of the erector. Additional permanent bracing of the ovetall shuctufe Is the responsibility of the building designer. for general guidance regarding fabticatbn, quality control, storage, dellvety, erection and bracing, consult CST-88 Quality Standard, DSB-69 Bracing Spectfication, and HIS-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Dilve, Madison, WI 53719. Symbols Numbering System General Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 18securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each czother. o J5 3. Place plates on each face of truss a# each o For 4 x 2 orientation, locate Z:. 0joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of atruss o a#joint locations, and vertical web. as o 4. Unless otherwise noted, locate chord splices at / 4 length(' 6" from C8paneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15, Care should be exercised in handling, PANEL TM A® erection and installation of trusses. 1993 Mitek Holdings, Inc. ` CLIP FORM018, 019- HYDRD,AIR® lob russ russ yp ty y — JUNAIDIE BUDIMAN PE il45161 16472 Segovia Cir. N. 11297061 DR1732E A9G ROOF TRUSS 1 1PembrokePines, FI 33331-4627. optionalFL- 2 2001F11iTeklnn 6strles, Inc. WeAug 2307:I2 4EM0 r 4 CCD'SPAN. LONGWOOD. s ug Page 11, 9-- 13- 0-8 1 17-8-3 22-3-13 26-11-8 31-0-0 34-11-11 40-0-0 1-0- 1-0- 0 5-0-5 3-11-11 4-0.8 4-7-11 4-7-11 4-7-11 4-0.8 3-11-11 5-0-5 1-0.1 Scale = 1: 70.1 i i 5x6 = 2. 4 i,, 5x12 = 2x4 i, 3x4 = 5x6 = 5.00j12 4 5 6 7 8 9 2x4 2x4 -, 1 3 - : 110 i7 2 4x8 = 18 17 16 15 14 13 4x6 4x6 _ 7x8 =_- 2x4 11 4x8 = 7x8 = 4x6 7-0- 9 13 0-8 17-8-3 22-3-13 26-11-8 32-11-7 40-0-0 7-0- 9 5-11-15 4-7-11 4-7-11 4-7-11 5-11-15 7-0-9 F al to Offsets (X;Yj —[2:0 4-12 EdgeL; [ : _ 9 63 0 2 A], I IZf-I2:G-2 0], [i3: . . LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP j TCLL 30. 0 Plates Increase 1.33 TC 0.87 Vert(LL) -0.59 16 >795 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.98 Vert(TL) 0.92 16 >515 BCLL 0. 0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.21 11 n/a BCDL 10. 0 Code SBC/ANS195 1st LC ILL Min I/deal = 360 Weight: 238 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 11-9 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5 1.7 oc bracing. WEBS 2 X 4 SYP I REACTIONS (lb/ size) 2=2625/0 8 0, 11=2273/0-8-0 Max Harz 2= 22(load case 2) Max Uplift2= 937(load case 4), 11= 811(load case 4) i. FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2 3= 5719, 3-4= 5499, 4 5=-6592, 5 6= 6591, 6 7= 6332, 7 8=-6332, 8 9= 5385, 910=-4613, 10-11=4839, 11-12=17 BOT CHORD 2-18=5242, 17-18=4924, 16-17=6734, 15 16=6734, 14 15=5385. 13-14=4102, 11 13=4436 WEBS 3 18=-230, 4 18=320. 4 17=2261, 5 17= 311. 6 17=-183, 6 16=93. 6 15=-515, 7 15=343, 8 15= 1213, 8-14= 1071, 9 14=1741, 9-13=332, 10 13=-245 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/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 937 lb uplift at joint 2 and 811 lb uplift at joint 11. 5) This truss has been designed with Al 1 1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 994.71b down and 358.31b up at 13 0 8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. l i lye+^ LOAD CASE( S) Standard ,• IFIe••, i"•i 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ...P Uniform Loads ( plf) Y. Vert: 1 4=-74.0, 4-9= 74.0, 9-12=-74.0, 2-11=-20.0 Concentrated Loads ( lb) pia 4 jte1 Vert: 17= 994.7 w Y STATE OF o R coa•'''' SaNALAugust30, 2001 AWARNING - Verffiy deffiIgn p.rumekerz and READ NOTES ON THIS AND REVERSE SIDE LIFFORE USE. Design valid lot use only with Milek conneclors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicablily of design parameters and proper Incorporation of component Is responsibility of building designer - not truss M1 designer. BiocingshownislotlateralsupportofIndividualwebmembersonly. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance r egaiding Iabrlcallon, quality control, storage, delivery, erection and br oclnq, consul OST-88 Quality Standard, 0SB-89 Bracing Spocification, and HIB-91 M iTek0 Handling installlnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofilo Drive, Madison. WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1 ` 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. n 2. Cut members to bear tightly against each7cz other. Cr3, WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate X O joint and embed fully, Avoid knots and wane plates I/8" from outside edge of a 6 _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromcrpanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko IIIIIIIII TM PANEL 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 HYDRO -AIR i I HUH I ONJ615----- russ Type JUNAIDIE BUDIMAN PE #4 161 112970621 DR1732E I B ROOF TRUSS 16472 Segovia Cir. N. 2 Pernbroke Pines, Fl 33331-4627. ZV=99P%AfFVV-L- GWGOD-,-FL s-Awg-22-2 01-"'il-'id-natliles, Inc. Wed Aug-Z9-0-TT2--.47=1--]P-a`ge T I 6-11-0 12-11-0 1-0-0 6-11-0 6-0-0 Scale = 123.5 4x6 3 500 Fu 4 5 2 F 3x4 3x4 6 3x4 = 2x4 3x6 6-11-0 12-11-0 6-11-0 6-0-0 PTa-te TTse'ts (X:Y): [5:U.O- I . .... .... .... .. LOADING (psf) SPACING 2.0.0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 1 TC 0.51 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.24 Vert(TL) -0.05 2.6 >999 BCLL 0.0 Rep Stress Incr YES WEI 0.04 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/clefl = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3.0-13 REACTIONS (lb/size) 5=591 /Mechanical, 2=694/0-8 0 Max Horz 2=50(load case 3) Max Uplift 5= 189(load case 4). 2= 293(load case 4) FORCES (lb) - First Load Case Only 2=14. 2.3=.697, 3-4=-719, 4-5=.719TOPCHORD1 BOT CHORD 2 6=637, 5-6=637 WEBS 3 6=126 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 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 189 lb uplift at joint 5 and 293 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard INk F 41. N0.45161 9 STATE OFO s aNAA' 0 R I L August 30,2001 Afil, WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss M1 ciesignet. Bracingshown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the esponstDilily of the elector. Additional permanent bf)3c[ng of the overall structure Is the responsibility of the building designer. For general guidance regarding fobilcatlon, quality control, storage, delivery, etect6on and bracing, consult QST-88 Quality Standard, OSI-89 Bracing Spectficatlon, and HIB-91 MiTek- Handling InstallinqandBracingRocommondationavailablefromTrussPlateInstitute. 583 D'Onofilo Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1e securely seat, 4 J2 J3 J4 TOP CHORDS owner and all other interested parties,, C2 C3 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 3 O joint and embed fully, Avoid knots and wane plates 1 /s' from outside edge of U a r at joint locations, truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at °14 length(+ 6" fromC8CTpanel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 O HYDRO-A/RO N -. -- -I - . ---- Truss runs ype JUNAIDIE BUDIMAN PE /#45161 i fy Ply 16472 Segovia Cir. N. I 11297063 DR1732E BG ROOF TRUSS Pembroke Pines, FI 33331-4627. optional) 7AGCU*SP7iN-C NGWOOD_ FL — 20I—_ SRFs-Aug 22-7001 MiTekn ustrles, nc. ed Aug 290TI2_._4T200—Page 1_ 1-0 0 3 11-13 6-11 0 9-10-3 13•SO y 1-0-0 3-11-13 2-11-3 2-11-3 3-13 — ri Scale 1/2"=1'! 4x6 4 5.00 12 3x4 - - 3x4 3 j ' 6 I v; I 10 9 8 7 11 3x4 = 2x4 it 3x8 --= 2x4 ii U. = j 3-11-13 6-11-0 9-10-3 13-5-0 3-11-13 2-11-3 2-11-3 3-6-13 LOADING (psf) SPACING 2 0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) 0.05 2-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -&06 2-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.02 6 n/a BCDL 10.0 ! Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 1 Weight: 71 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.8.9 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7 6-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1543/0 3 0, 2=1155/0-8 0 Max Harz 2=56(load case 3) Max Uplift6= 748(load case 4), 2= 671(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 2=34, 2-3= 1844, 3-4= 1165, 4-5=-1165, 5 6=-1803 1 BOTCHORD 2-10=1639, 9-10=1639, 89=1639, 7-8=1598, 7 11=1598.6 11=1598 WEBS 3 9=377, 3 8= 684, 4 8=637, 5 8= 637, 5-7=380 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 748 lb uplift at joint 6 and 671 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) 444.61b down and 371.81b up at 2 7 4, and 444.61b down and 371.8Ib up at 11- 12, and 488.11b down and 181.71b up at 13-3 8 on bottom chord. Design for iunspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 i gUniformLoads (plf) lLoads(4-6=-74.0, 2 6= 20.0 ConcentratedIbj Vert: 6= 488.1 10=-444.6 11=-444.6 l * M0. 45161 ' tk y Q STATE OF j a L I August 30,2001 11 WAFtN' dNG Vart/'y derign paramieters and READ NOTES O%'THIS AND REVERSE SIDE BEFORE USE, iiiiiiiiiiiii® Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional pwmanenl biblcing of the overall structure is the responsibility of the building designer. For general guidance regarding tabdcatlon. quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specitication, and HIR-91 M ITek® HandlinglnstollinQandBracingRecommendationavailablefromTrussPlateInstitute. 583 D'Onoftb Drive, Madison, WI53719. Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 to,,3. *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. Ye J2 J3 J4 owner and all other interested parties.. TOP CHARDS 2. Cut members to bear tightly against each17-1 ' a c other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oo 3 , ; 0 joint and embed fully. Avoid knots and wane plates 3/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"fromc7panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. 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, III TM FA erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 pCLipFORM018, 019 HYORO"A'FR® job russ Iruss Iype JUNAIDIE BLIDIMAN PE #45161 Q'Y--[PTY FTORTON DR1732E CI ROOFTRUSS16472 Segovia Cir. N 11297064 i Pembroke Pines, FI 33331-4627. R I S A ug zl( A) tries, Inc. Wed Au--g-29-OT-.-F2-.2V8-200T-Pa—geY- 1- 0-0 5-2-0 10-4-0 11-4.0 1- 0-0 5-2-0 5-2-0 1-0-0 Scale = 120.5 4x6 3 5 oo 5-2- 2 4 U6 U6 7 6 2. 4 11 5- 2-0 9-4-0 1- 0-0 4-2-0 4-2-0 1-0-0 1! LOADING (psf) SPACING 2.0.0 CS1 DEFL in (loc) I/clefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) 0.04 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0-04 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 1 (Matrix) 1st LC LL Min I/defl = 360 Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8=564/0-1-8. 6=564/0-1.8 Max Horz 8=.14(load case 2) Max Uplift8=467(loacl case 4), 6=-467(load case 4) FORCES ( lb) First Load Case Only TOP CHORD 1 2=28, 2 3= 389, 3-4=.389, 4 5=28 BOT CHORD 2-8=279, 7.8=279. 6.7=279, 4.6=279 WEBS 3-7=-86 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 chard 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. It 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 1 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 lb uplift at joint 8 and 467 lb uplift at joint 6. 5) This truss has been designed with ANSI/TP1 1. 1995 criteria. LOAD CASE(S) Standard IEEE 1183 Iqk Ik r! il 4. No. 4 5161 STATE 0 R ID, L August 30,2001 AWARNING - Verify design pararnetcrtir artd READ NOTES ONTIRS AND REVERSE WDE BEFORE USE. Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown. and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponsiblitty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability clutino construction Is the esponsibility of the erector. Additional permanent bt bclngof the overall structure Is the responsibility or the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quallty Standard, DSB-89 Bracing Specification, and HIS-91 @ MiTekHandlingInstallinqandBracingRecommondallionavailabletramTrussPlateInstitute, 583 D'Onoftio Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION t'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Cr For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. 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. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT, WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401", continuous lateral bracing. iCBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! MiTek" NYDRO,A/R General 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 o 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP O 1943 Mitek Holdings, Inc. ' K Job Truss :Truss Type JUNAIDIE BLIDIMAN PE #45161 ty IPIy 0N 16472 Segovia Cir. N. 11297065 DR1732E C5 ROOF TRUSS Pembroke Pines. FI 33331- ( optional AC4-'U-SPAN, --LO-N-GWOM.--FL, -MiT6k-Industd6s,- nc. 4.201 R1 s Jun 282001 MiTek Indius—tries,-Inc. Thu Aug 30 07: 1 538 2001 5- 2-0 10-4-0 11-4-0 1- 0-0 5-2-0 5-2-0 1-0-0 Scale = 1 2012 3 50011- 2 6 2 4 3A 3x6= 2x4 11 1- 0-0 5-2-0 9-4-0 10-4-0 1- 0-0 4-2-0 4-2-0 1-0-0 LOAll SPACING 2-0-10 F CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.3 TC 0.49 Vert(LL) 0.04 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.04 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 38 lb LUMBER BRACING TOP CHORD X 4 SYP No.2D TOP CHORDSheathed or 6-0-0 oc purlins. BOT CHORIP X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTION V b/size) 6=559/0-4-0,8=545/Mechanical Max Horb=-14(load case 2) Max UpliB=-473(load case 4). 8=-461 (load case 4) FORCES( lb) - First Load Case Only TOP CHORDI-2=28, 2-3=-347, 3-4=-348, 4-5=28 BOT CHORC2-8=240, 7-8=240, 6-7=240, 4-6=240 WEBS 3-7=-119 NOTES I) 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, 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 473 lb uplift at joint 6 and 461 lb uplift at joint 8. 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) 21.41b up at 5-0-0, and 2.71b up at 5-4-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE( S$tandard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads F- 13 plo Vert: 1- 3=-74.0, 3-5=-74.0, 2-4=-20.0 Concentrated Loads ( lb) Vert: 7= 24.2 Ma, 45161 STATE OF At m vqt 10 900-1---j WARNING - 11., ify deiupi parunwiters and READ NO 'ES ON THIS AND REVERSE SIDE BEFORE USE. Design vold for use only with MITek conneclots. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponsibifity of building designer - not truss designer. bicicing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuction Is the esponsibillty of the elector. Additional permanent bracing of the overall structure Is the responsibility of the bulkling designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QS1-88 Quality Standard, DSO-89 Bracing Spoctfication. and HIS-91 0 MiTek HandlingInstallingandBrocingRecomm*ndafton available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, W1 53719. Symbols PLATE LOCATION AND ORIENTATION 1 1/1. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C? C3 0 WEBS J5 O _ o Q U O O y U f- a c8 c7 cb Or BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N IM! @ MiTeke PANEL TM CLIP 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 14 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. 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 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 after truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 o russ russ ype JUNAIDIE BUDIMAN PE #45161 y y ORT6 16472 Segovia Cir. N. 11297066 DR1732E D3 ROOF TRUSS Pembroke Pines, A 33331-4627. 1 1 optional s Aug 22 2U 1 MiTekn us rles, Inc. Wed Aug age 3-0-0 5.6-0 8-6-0 r 3-0-0 2-6-0 3-0-0 6x6 = Scale = 1:17.4 6x10 = 35.00 12 2 3x4 3x4 4 1 m N 8 7 6 5 2x4 11 3x4 = 3x8 = 2x4 11 3-0-0 5-6-0 B-6-0 3-0-0 2-6-0 3-0-0 I'late Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.01 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D *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=465/Mechanical, 5=465/Mechanical Max Horz 8=-6(load case 2) Max Uplift8= 338(load case 4), 5= 338(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=-441, 2-3=-403, 3.4=441, 1-8= 435, 4-5= 435 BOT CHORD 7-8=-0, 6 7=403, 5-6=0 WEBS 2-7=-87, 2-6=0, 3-6=-87, 1 7=440, 4 6=440 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/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 338 lb uplift at joint 8 and 338 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 load(s) 54.41b down and 121.51b up at 3-0-0, and 114.41b down and 121.51b up at 5 6-0 on top chord, and 24.81b down and 92.81b up at 3-0-0, and 24.81b down and 92.81b up at 5-4-15 on bottom chord. Design for unspecified connection(s) is delegated to the building designer.lpi / LOADCASE(S) Standard .(Q '4i•,' 1) 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 No. 45161ConcentratedLoads (lb) Vert: 2=-54.4 3= 54.4 7=.24.8 6=•24.8 tSTATEOF tt`,1 0 A lC0'',4 ANAL August 30,2001 WARNd'NO - W,jfy deign dsarxurn&tera and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brmctng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Qualify Standard, DSB•89 Bracing Specification, and HIB-91 M iTeBk® Handling Installing and Bd BracingRocommenatlonavailable from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat, All 0 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N WWI At® HYDRO,AW 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. ate. 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. 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, TM erection and installation of trusses. PANEL CLIP 01993 Mitek Holdings, Inc. Is IM ------- - ---- ..- - -- . l runs-rTruss ypT e JUNAIDIE BUDIMAN PE g46161 Ey y N J16472 Segovia Cir. N. 11297067 DR1732E J ROOF TRUSS Pembroke Pines. F'I 33331-4627. 20 1 o tional ! 4COQ`SPAN LbI GW00L5 -Ft - 4 OI --ART g 22 2 a1Fite n ustries, n1c d"Aug-23 O7:T2-50 266T agPaI -- I 7-0-0 1-0-0 7-0-0 3 ge i Scale= 1.18.2 500112 ' i 2 X 4 I 2x4 7-0-0 7-0-0 LOADING (psf) SPACING 2 0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 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 I WB 0.00 Horz(TL) 0.00 3 n/a I BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. I BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical. 2=424/0 8 0, 4=66/Mechanical Max Horz 2=181(load case 4) Max Uplift 3= 154(load case 2), 2=-182(load case 4) FORCES (lb) 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 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, 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 i ptE 13 IF cif Q STATE 4E °Girt 4 0RtO*!'', August 30,2001 M4.RNJNG - Verffy desi,Vn p nanwters and READ I'VOTES ON THIS AND REVERSE SIDE BEFORE USE. w® Design valid for use only with Ivi connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoiporatlon of component Is responsibility of building designer - not truss design ei. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsrbillty of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regording fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-80 Bracing Spectficotlon, and HIB-91 M iTe k® Handling InsfallinA and Brocing Rocommendatlon available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/1. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All J.L Yer. 0 O For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mrrek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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 10 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. MiTeko FORM018,019 ZA._L'e HYDRD-AW General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o 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. a 0 lob I russ -`(Tty --FPT—y------J—HORT0NJUNAIDIEBUDIMANPE #45161 1 y y i 1 1 16472 Segovia Cif. N. 11297068 DR1732E IJ5 ROOF TRUSS Pembroke Pines, A 33331-462T ItsionalL0-01X, —ug-22-2760 Y, S`RT-s-A us " - s. Inc. WedTCusne ge i.; CU SFAN L(V T-Mil 5-0-0 1-0-0 5.0-0 Scale = 1: 13.2 lu 2 2x4 N1 1-0-0 5-0-0 1-0-0 4-0-0 DEFLLOADING (psf) SPACING 2-0-0 I CS1 in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.09 2 >151 M1120 249/190 TCDL 7O Lumber Increase 1.33 BC 0.49 Vert(TL) .0.11 2 >128 BCLL 0.0 Rep Stress Ing YES WB 0.00 Horz(TL) -0.05 3 n/a 8CDL 100 Code SBC/Al (Matrix) 1st LC LL Min I/deff = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0 0 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0 0 cc bracing. REACTIONS (lb/ size) 3=174/Mechanical, 4=-49/Mechanical, 5=417/0-4-0 Max Horz 5=139(load case 4) Max Uplift 3=- 1 12(load case 2). 4=-49(load case 1), 5=-330(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=28. 2-3=54 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 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 parches 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 112 lb uplift at joint 3, 49 lb uplift at joint 4 and 330 lb uplift at joint 5. 4) This truss has been designed with ANSl/TPl 1. 1995 criteria. LOAD CASE( S) Standard 13 No. 45161 STATE F A' to 1 August 30, 2001 WARNING - Ver( fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual bulaling component to be Inslafled and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblit;y of the erector. Additional permanent bibclng of the overall structure Is the responsibility of the building designer. For general guidance regarding ob6ccollon, quality control, storage, delivery, erection and bracing, consult CST-88 Qualify Standard, DSI-89 Bracing Specification, and HIS-91 MiTek Handling installingandBracingRocommaindationavailablefromTrussPlateInstitute, 583 D'Onotdo Drive, Madison, W1 $3719. Symbols Numbering System General 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. Yes J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2C3 other. WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate QAC6 joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a at joint locations. truss and vertical web. o a INU o 4. Unless otherwise noted, locate chord splices at I14 length(+ 6" fromCpanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM 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 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 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, Jill TM PANEL erection and installation of trusses. O 1993 Mitek Holdings, Inc. CLtP FORM018,019 CMG ntntL ® HYDRD+A/R® r. lobI russ Truss Type JUNAIDIE BUDIMAN PE 445161 Qty Ply '[-FfORTON----- --------- I DR 1732E JG MONO TRUSS 16472 Segovia Cir. N. 1 1 112970691 Pembroke Pines, Fl 33331 1 1 (optional) 4.-20T-----SRr-s-A Wed--Au-C29-07'.- =2091--Fa-ge-1----1A=tSI`AN, LONGWOOD, I-L u-d--2-2-=MiT6k-FnUu-sfri6§-.-Tnc-. 1 1-0-0 3-9-14 3-2-2 2x4 Scale = 120.1 1 4 - 00 [-1-2 3x4 3 8 2 ......... 2x4 7 6 2x4 3x4 3-9-14 7-0-0 3-9-14 3-2-2 PTTa--t-e 0 se It _ 1 LOADING (psf) SPACING 2.0-0 CS1 j DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.17 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.12 I Vert(TL) 0.01 26 >999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 5 n/a I BCDL 10.0 Code SBC/ANSI95 i (Matrix) 1st LC ILL Min I/defl = 360 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYR No.2D TOP CHORD Sheathed or 6 0 0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYR No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. WEBS 2 X 4 SYR No.3 REACTIONS (lb/size) 2=437/0-1 8, 5=334/0-1-8 Max Harz 2=179(load case 3) Max Uplift2= 232(load case 3), 5= 178(load case 3) FORCES (1b) First Load Case Only TOP CHORD 1.2=28, 2-8=-520, 3-8=-405, 3-4=-55, 4-5=-80 BOT CHORD 2.7=428. 6 7=428, 5 6=428 WEBS 3-6=89. 3.5=.486 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 mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 2 and 178 lb uplift at joint 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) 37.61b down and 122.71b up at 3-0.0 on top chord, and 12. 1 lb down at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 13 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 .......... Uniform Loads (plf) Vert: 2 5=-20.0, 1.4=-74.0 Concentrated Loads (lb) Vert: 7= 12.1 8=.37.6 No. 45161 eon k0J1'ATE OF A% ML August 30,2001 AWARNING - Veri[J4 design parameters and READ NOTES ONTRIS AND REVERSE SIDE BEFORE USE. Design void for use only with Welk connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss M1designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the ponsibility of the erector. Additional permanent biacing of the overall structure Is the responsibility of the bulkling designet. For general guidanceresponsibilityo fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSO-89 Bracing Specification, and HIR-91 0 Handling Installinq and Bracing Recommendation available from Russ Plate institute, 583 D'Onotilo Drive, Madison, W1 53719. MiTek Symbols Numbering System AGeneral safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10,13114 * 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. 4 /e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC7C3 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o QU '' ; joint and embed fully. Avoid knots and wane plates I/8"from outside edge of o at joint locations. truss and vertical web, a o 4p Unlessotherwisenoted, locate chords splicesat / 4 length(+ 6" from CIS*This C panel adjacent joint,) BOTTOM CHORDS symbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe' 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, T~ PANEL erection and installation of trusses. 1443 Mitek Holdings, Inc. CLIP FORM018, 019 HYORO,A/R® TO-1 Truss truss ype fy j y HORION 1129707016472SegoviaCir. N. DR1732E JG4 ROOF TRUSS " 71p- Pembroke Ptnes, FI 33331-4627. 2Dtional -.4OI- SRI s ug nus rles, nc. e ug 7:T2510 age 1 2-2-8 _ ....._4_2_B 22-8 2 6 200 3 1 Scale = t 8 8 5.00 f2 j I I 17 i I I I r % I i I I I I 5 2x4 II 7 4 4x6 = i 3x4 = 2-2-8 _ 1 - 4-2-8 2-2-8 2-0-0 PTafe se s (X;Y): 5=0. LOADING (psf) SPACING 2 0-0 CSI j DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) 0.01 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.23 Vert(TL) -0.01 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC ILL Min I/defl = 360 Weight: 21 lb i LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-8 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. I WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=332/0 4 0, 4=464/Mechanical Max Horz 1=51(load case 3) Max Uplift 1= 221(load case 3), 4= 361(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-529, 2 6=-0, 3 6=0, 3 4= 60 BOT CHORD 1 5=450. 5 7=502. 4 7=502 WEBS 2-5=370, 2 4= 573 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, 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 221 lb uplift at joint 1 and 361 lb uplift at joint 4. 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) 7.31b down and 76.7Ib up at 2-2 8, and 40.31b up at 2 9 1 on top chord, and 4.31b down at 2 2 8, and 446.41b down and 347.81b up at 2 8 12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard lpr yul 1) Regular: Lumber Increase=1.33. Plate Increase=1.33 ` .•'+'SlF/C'• Uniform Loads (plf) .•4. 9i ' Vert: 1 2=•74.0, 2 3= 74.0, 1-4=-20.0 Concentrated Loads (lb) Vert: 2=-7.3 5= 4.3 6=27.9 7=-446.4 * N0.45161 .' C9 r • Sr' STATE 4F r iU•`'; •; g%1to RtQ,Y'*' s%vaL August 30,2001 WARNING - V.,Ify design paraneterm and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with Mltek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vedloaily. Applicability of design parameters and proper Ineorporatlon of component Is iesponsibllity of building designer - not truss designer. 8racing shown is tot lateral suppoil of IndNktual web membets only. Additional temporary btacing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the iesponslblllly of the building designer. For genetal guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 gracing Specification, and HIB-91 M iTek® Handling installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 s 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. I- This symbol indicates the required direction of slots in connector plates. For tabular plating format rater to the Miiek/Gang-Noll Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORMOI SM 9 WISC/DILHR 870040-N, 930013-N, 910080-N 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 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. MiTeko PANEL TM CLIP MYDRiO,AW 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. I I . Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc, I Truss -T- ss type JUNAIDIE BUDIMAN PE #45161 yJobruty HORT017 1 11297071 R 16472 Segovia Cir N. DR1732E K OOFTRUSS Pembroke Pines, A 33331-4627. 6 1 ( optional ACGI3cSI1AN, LONGwooDTFL --S s-Aug 22 2001I e Tf es, Inc. Wed Aug 29 --P-a—g-e—F- 1-0-0 1-0-0 5-0-0 Scale = 1: 14. 1 5.00 [1-2 2 4 2x4 5-0-0 5-0-0 LOADING (psf) SPACING 2-0.0 CS1 DEFIL in (loc) I/clefl PLATES GRIP TCLIL 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 >358u BCLL 0.0 Rep Stress Incr YES W8 0.00 Horz(TL) .0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/clefl = 360 i Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D 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=335/080,4=46/MechanicaI Max Horz 2=139(load case 4) Max Uplift3= 100(load case 2), 2=.166(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=29, 2 3=50 BOT CHORD 2-4=0 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, 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 isFrE N0.45161 S TATE OF August 30,2001 AIIWARMNG Verify design pammieters and READ NOTES ONTITIS AND REVERSE SIDE BEFORE USE. iiiiiiiiiiiiiiiins Design valid lot use only with Ml1ek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplicabAlty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support at Individual web members only. Additional temporary bracing to Insure stability during construction is the espons#billty of the erector. Additional permanent bibc,ing of the overall structure Is the responsibility of the building designer. For general guidance egotding fabrication, quality control, storage, deflvevy, erection and bracing, consult CST-88 Quality Standard. DS9-89 Bracing SP&Clification, and NIB -91 Handling Installingand Bracing R*commondallon available from Trust Plate Institute, 583 D'Onofilc, Drive, Madison, W153719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaC3other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a = at joint locations. truss and vertical web. aa- o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" frompanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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 puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9140 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 rG-a L ® MYDR,4IR® 7015 ruTssTrussyType3UNAIDIEBUDIMANPE945161tylyT 11297072 DR 1732E L ROOF TRUSS 16472 Segovia Cir. N. 10 1 1 Pembroke Pines. FI 33331-4627. o tronaI Cli SPA17,-LONOW606 FL - -- - s7 ug Ol iil e n usEMS, Inc. Wed 29 07:12:52 age I---_ f-o-o 3-0-0 t-ao 3-0-0 3 - Scale = 1:9.5 5aO j 12 - i i 6 2 1-0-0 z-ao j LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) I/defl PLATES GRIP I TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) 0.06 2 >257 ! M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) 0.07 2 >231 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code SBC/ANS195 i (Matrix) i 1st LC ILL Min /defl = 360 Weight: 11 lb j LUMBER BRACING -- -----_--_-- -_— TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 0 0 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0 0 cc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4= 162/Mechanical, 5=422/0 8 0 Max Harz 5=97(load case 4) Max Uplift3= 57(load case ), 4= 162(load case 1). 5= 352(load case 4) Max Gray 3=95(load case 1), 4=108(load case 4). 5=422(load case 1) FORCES (lb) First Load Case Only TOP CHORD 1 2=28, 2 6= 48. 3 6=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 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3, 162 lb uplift at joint 4 and 352 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Mo. 4 5161 ,k STATEtw QN L August 30,2001 AWARNING - Verify design paramaters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponsibifity 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 bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult OST-88 Guaft Standard, DSB-89 Bracing SpocHicatlon, and HIB-91 M iTek® Handling Initalllnq and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All 0 For 4 x 2 orientation, locate 0 plates 1/8' from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 JS JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gong-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeko FORM018,019 ZA® HYOR04IR 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 of at joint locations. 0a 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. O 1993 Mitek Holdings, Inc. lruss 1 russ I ype i Qty 1 Fly HOR I ONTJUNAIDIEBUDIMANPE #45161 Segovia Cir. N. 11297073116472 i'DR 1 732E 1-1 ROOF TRUSS 12 1 1PembrokePines, Fl 33331-4627. 1 optional) SIRI s Aiiu-g--721"iT k ]nU-us-fr-i-es-,Tfi&--Wed--A6--29-97q2.--53-700T-Fa—ge-1-- 1 0-8 2-11-8 1-0-8 2-11-8 3 Scale = 1: 14 5 500112 3x4 2 9 J 4 2-11-8 3x4 2-11-8 LOADING (psf) SPACING 200 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 i TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 2 >999 BCILL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) .0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/clefl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11-8 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=81 /Mechanical, 5=243/0-7.8, 4=28/Mechanical Max Horz 5=1 14(load case 4) Max Uplift 3=.44(load case 2), 5= 100(load case 4), 4=-33(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 2=35. 2 3=23. 2-5=-215 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 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 right is exposed and the left 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 44 lb uplift at joint 3, 100 lb uplift at joint 5 and 33 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard FF114 No. 45161 05TATE OF August 30,2001 IA7ARN7NG - Vertfg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE US& Design valid for use only with MlTek conneclots. This design Is based only upon parameters shown, and Is lot an Individual building component to be inslaiied and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stabifily during construction K the of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. Fat general guidanceespons4Uilify e,;Iofdlng fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and HIR-91 Handling Installing and Bracing R*commendallon available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, W153719. MiTek 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 eachcz other, o WE 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0¢ v `> M7P joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of Q a at joint locations, truss and vertical web. a 4, UnIIess otherwise noted, locate chord splices 14 length(* 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mitek/Gong-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CUP FORM018,019 G4NG-11A'L 0 HYDRO.AIR® ye ----- JUNAIDIE BUDINIAN PE #45161 y l y 129707 4 DR1732E ';L2-1 16472 Segovia Cir. N. iR00FTRUSS Pembroke Pines, FI 33331-4627. 1 1 f optional) 4_.20T__ SR 1-s ug 22 2001 MiIeK Industries, Inc. Wed Aug 2907 1-2 age7XCC1iS 2-1-8f 2-1-8 2 Scale = 7 8 6 5.00 12 :_- I j JJ Ic 3 f 1 1 U4 = 2-1-8 _...{ 2-1-8 LOADING (psf) SPACING 200 CSI i DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.05 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 1 Horz(TL) 0.00 2 n/a BCDL 10.0 1 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2D TOP CHORD Sheathed or 2-1 8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. l REACTIONS (Ib/size) 1=91/0-3 0, 2=72/Mechanical, 3=19/Mechanical Max Horz 1=53(load case 2) Max Uplift 1=-14(load case 2). 2= 54(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28 BOT CHORD 1.3=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 rni 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 14 lb uplift at joint 1 and 54 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. i LOAD CASE(S) Standard i I 1+3 4 IF/' 1 N0.45161 ' * w STATE OF ANAL I August 30,2001 A WARNING - V,,(fy d rlgn garaxrneters and READ NOTES ON THIS .SND REVERSE SIDE SEFORE USE. ice® Design valid too use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designee. Bracing shown is for lateral support of Indlvkfual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS11-89 Bracing Specification, and HIR-91 M iTe k® Handling Installing and Bracing R000mmondatlon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, wl 53719. Symbols PLATE LOCATION AND ORIENTATION 4410, 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, All For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz c) o WEBS J5 Q 0_ a CL 0 r- a ce cr cs FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCi 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeko TM PAN EL CLIP FORM018,019 r.Ar4G-nw1L ® ffoRD,AZR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wone at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. s- Q y iJo-- I Truss rru s7y e 1 HURIORJLINAIDIEBUDIMANPE #45161 11297075 IDR1732E 1-2-6 [ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, F1 33331-4627. (Indoptional4.2s --Aug 22 2 01-`M ekustriles. Inc. Wed Aug 29 07:1254 2001--Fa—geI---- 01SRTT2- 6-8 1- 0-0 2-6-8 3 Scale= 1 &6 5. 001 2 4 2x4 = 2-6-8 LOADING ( psf) SPACING 20-0 CS1 DEFL in (loc) I/clefl 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 0.02 Vert(TQ 0.02 1 >937 EICLL 0.0 Rep Stress Incr YES WB 0.00 j Horz(TL) .0.00 3 n/a BCDL 100 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl_=_360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.6-8 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=46/Mechanical, 2=237/0-8-0. 4=21 /Mechanical Max Horz 2=88(load case 4) Max Uplift 3=-22(load case 2), 2=- 159(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 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 1 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. I LOAD CASE(S) Standard No. 4 5161 STATE F 0 R L August 3LO.2001 A WARNING - V,,tfy drrign parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpotarton 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 elector. Additional permanent bilacing of the overall structure Is the tesponsIblilly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Spectfication. and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute. 683 D'Onattlo Drive, Madison, WI 53719. 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. e4,. 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/Gong-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz c3 o WEBS J5 o_ o O s U a ce cr O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4. perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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 MW PANEL TM CLIP FORM018,019 ntaL ® N+OR0.A1R@ A&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to 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, 1 l . Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. T Qty Ply -- FfO-RTONrussIrussFypeJUNAIDIEBUDIMANPl #45161 1 07616472SegoviaCir. N. 16 1D1732EMROOFTRUSSPembrokePines. Fl 33331-4627. optional) AOCT SPA1-01\16WOOD, I-L R1—s )ku —g2-2 -2GO I Ved Aug 29 07:12:54 2001-1 —age- 111-0-0 1-0-0 1-0-0 i 3 Scale = 1.5 7; 5 00 1-2 2 4 2x4 1-0-0 1-0-0 LOADING (psf) SPACING 2.0-0 i CS1 DEFL in (loc) I/clefl PLATES GRIP TCLL 30-0 j Plates Increase 1.33 I TI I n/a 90 0:011 Vert(I-L) n/a M1120 249/1, TCDL 7.0 Lumber Increase 1.33 BC 0 Vert(TL) 0.01 1 >999 BCILL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) .0.00 3 n/a BCDL 10.0 Code SEIC/ANSI95 (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 2X4SYPNo.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 3= 17/Mechanical, 2=177/0-8-0. 4=9/Mechanical Max Horz 2=57(load case 4) Max Uplift 3=- 1 7(load case 1), 2= 15 1(load case 4) Max Gray 3=38(load case 3). 2=177(load case 1). 4=9(load case 1) FORCES (1b) 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 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. 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 1B3 No. 4.5161 STATE OE 0.4 August 30,2001 k6WARNJ1VG - V.,(fy d..ign p..rrters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek conneclois. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the esponsibility of the erector. Additional permanent btbcing of the overall structure K the responsibility of the building designer. For general guldonce regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quaitty Standard, DSB-89 Bracing Specification, and His-91 Handling Installing and &facing R&commondation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, Wl 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. s J2 J3 J4 owner and ail other interested parties., TOP CHORDS 2. Cut members to bear tightly against eachCz other, o s 3, Place plates on each face of truss at each For 4 x 2 orientation, locateo00joint27M and embed fully. Avoid knots and wane plates i/8" from outside edge of a_ truss at joint locations. and vertical web. o a o 4. Unless otherwise noted, locate chord splices at °/4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in 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-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4. to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, Mi! 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, 1943 Mitek Holdings, Inc. - CLIP FORM018,019 HYDRO41R Job- russ (Truss Type-JUNAIDIE BUDIMAN PE #45161 ty y i 16472 Segovia Cir. N. Pl 11297077 iDR1732E M1 ROOF TRUSS 9 12 1PembrokePines, FI 33331-4627 L ALkp r FAg0Jfesale 206I agTIs,nc.aCCLPn u2351-0-8 0.11- 8 i f 5.00 12 3- Scale = 1:10.7 2x4 ! I BLOR TO PROVIDE CONN. TO RESIST j HOR. MOVEMENT. i I I 2x4 0- 11-8 LOADING ( psf) SPACING 2 0- 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.17 Vert(LL) 0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz TL 0.00 3 n/a BCDL 10.0 Code SBC/ ANS195_ L (Matrix) 1st LC LL Min I/deft = 360 ( Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 0 11 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= 31/ Mechanical, 5=201/0 7 8, 4=-3/Mechanical Max Horz 5=47(load case 4) Max Uplift3=-31(load case 1), 5=-106(load case 3), 4=-24(load case 4) Max Grav 3=16(load case 3). 5=201(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 2=35, 2-3=-35, 2 5=-182 BOT CHORD 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 It 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 31 lb uplift at joint 3, 106 lb Uplift at joint 5 and 24 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I Y N0.45161 CaSTATE OFtt 0 R Ion•' L August 30,2001 WARM%(; - V. rffgi dosig . g .,. m fers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE: Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not lwss 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 guidance regarding fabrication, quality control, storage, delivery, erectlon and bracing, consult CST-88 Cuatty Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Installlnq and Bracing Recomm*ndatton available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property s securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac3 other. G WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; a: joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of o a rti l at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) C, C6Q BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 ,6 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 Mfrek/Gang-Mail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slats. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DiLHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. IS. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,079 MYOR0 4lR ® JUNAIDIE BUDIMAN PE #45161 Qty Ply I 112970781116472SegoviaCir. N. DR1732E Is ROOF TRUSS Pembroke Pines, Fl 33331-4627. 3 1 option 4-.70r-SH I S Aug 2z' zl()U I M I ek InclusALUNGWOUL), FL tir s, (tric.-Wed-Aug-29 07 .GOT--PalgeT7 1 -5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 4 1 Scale -7- 861. 3.54 fli 3x4 2 10 11 7 12 6 5 2x4 2x4 11 3x4 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 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/clefl = 360 Weight: 41 lb ILUMBER 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 6-4-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=189/0-1.8, 2=636/0-11 5, 5=399/Mechanical Max Horz 2=199(load case 2) Max Uplift4=-217(load case 3), 2=-516(load case 2). 5= 316(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=- 1105. 3 8=- 1008, 3-9= 89. 4.9=44 BOT CHORD 2-10=1007, 10-1 1=1007, 7-1 1=1007. 7.12=1007. 6-12=1007, 5-6=0 WEBS 3-7=187, 3 6= 1075 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 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 at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 4, 516 lb uplift at joint 2 and 316 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1 1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3.11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5 12, and 12. 11b down at 4 3-11, and 52. Ilb down at 7-1 10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 S 13 Uniform Loads (plf) ........ Vert: 1.4=-74.0, 2-5=.20.0 Concentrated Loads (lb) - Ic Vert: 8= 10. 1 9=- 161.7 10=21.6 11= 12.1 12=- 52. 1 No. 4.5161 OF kJ- STATE.- ,4 A% . L 0 'R ID VA . August 30,200 1 WARmim, - V.,Ify design jr.,urnieters and READ NOTES ON THIS AND REVERSE SIIJE BEFORE USE. iiiiiiiiis Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss M1designet. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the esponsibilily of the erector. Additional permanent bi'acing of the overall structure Is the responsibility of the bulafing designer. For general guidance regarding fabrication, quality control, storage, delivery, er&ctlon and bracing, consult QST-88 Quaitty Standard, DSB-89 Bracing SpoclIlcorlon, and HIB-91 MiTeko HandlingInstallingandgracingRocomm*ndation availablefrom Truss Plate Institute, 583 D'Onottlo Drive. Madison, Wl 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. C2 2, Cut members to bear tightly against each other, a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate r a: joint and embed fully. Avoid knots and wane plates/e' from outside edge of v o at joint locations. truss and vertical web. a o 4. UNess otherwise noted, locate chords lacesP at /4 length(+ 6" fromcsCTcpanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT MlTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® NNW WM 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 OfYORO-A/R O 1 * t , 170 Tuss iTruss ype JUNAIDIE BUDIMAN PE tf45161 y Ply HQRl ON 16472 Segovia Cie. N11297079 7DR1732E S1 I ROOF TRUSS . . 2 1 IPembrokePines. FI 33331-4627. 1(optional) CCCS- SPA[ONSWOO FU - --"-.26I--SRIsAug Y2uuFMiTek`Tndustrles_,Tnc. e Aug2age-1 1 I 1- 5- 0 3-10-5 7-0-14 1-5- 0 3-10-5 3-2-8 Scaly 1 4.01 3.54 [ 12 2 2x4 1- 0- 0 3-10-5 7-0-14 1-0- 0 2 10-5 3-2-8 l LOADING (psf) SPACING 2 0 0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC OJ1 Vert(LL) 0.29 2 >60 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 1.00 Vert(TL) -0.33 2 >53 BCLL 0. 0 Rep Stress Incr NO WB 0.00 I Horz(TL) 0.10 3 n/a BCDL 10. 0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 1 3 0 oc bracing. REACTIONS (lb/ size) 3=245/Mechanical, 4= 45/Mechanical, 5=546/0-11 5 Max Horz 5=157(load case 3) Max Uplift3=- 224(load case 3), 4=-45(load case 1), 5= 539(load case 3) FORCES (lb) First Load Case Only i TOP CHORD 1-2=29, 2 6= 62, 3 6=55 BOT CHORD 2-5= 0, 5 7=-0, 4-7=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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 3, 45 lb uplift at joint 4 and 539 lb uplift at joint 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) 75.01b up at 4 3.11 on top chord, and 21.61b up at 1 5 12, and 6.01b down at 4.3 11 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) p Vert: 1-3= 74.0, 2-4= 20.0 1 [?y Concentrated Loads ( Ib) Vert: 5= 21.6 6=5.1 7=-6.0 f••' P No. 445161 eon '; t STATE OFiAugust 30, 2001 WARMING - Verify de sign pararneterxand READ NOTES ON THIS AND REVERSE SIDE BEFORE LISE. Design valid to use only with MfTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss bo designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the ereclor. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult OST-88 Ouolify Standard, OSS-89 Bracing Specification, and HIS-91 M iTek° Handling InstallingandBracingRecommendationavailablefromTrussPlateInstitute, 563 D'Onofelo Delve, Madison, We 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property e„ securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachC7other, o J5¢ 3, Place plates on each face of truss at each For 4 x 2 orientation, locate O , Z joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O atruss at joint locations. and vertical web. a o 4. LINIess otherwise noted, locate chord splices at /4 length(+ 6" fromCBpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J i J8 J7 JS lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE 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 LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. C 1993 Mrtek Holdings, Inc. - CLIP FORM018,019 OfYORQ,AIR0 1 cuss Truss Fype JUNAIDIE BUDIMAN PE #45161 Ey 1Piy r RORTO 16472 Segovia Cir N 11297080 DR1732E i S2 1 ROOF TRUSS Pembroke Pines, FI 33331-4627. I 1 1 pt (oionallFLI— ART s7{ug 2 2OOlvliTekT s,Inc. eAug 29 67f2 56 001—Page I— 1- 5-0 4-2-15 1- 5.0 4-2-15 3 154 F2 i r I d i 4 2x4 = 4- 2-15 4- 2-15 LOADING ( psf) I 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 0.04 i Vert(TL) 0.05 1-2 >458 BCLL 0.0 Rep Stress Incr NO i WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANS195 1 (Matrix) 1st LC LL Min I/dell = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 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 ( lb/size) 3=112/Mechanical, 2=329/0.11-5, 4=32/Mechanical Max Horz 2=108(load case 3) Max Uplift3= 73(load case 3), 2= 233(load case 2) FORCES ( Ib) 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 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 73 lb uplift at joint 3 and 233 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) 21.6Ib up at 1 5 12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. I 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 Concentrated Loads (lb) i Vert: 5=21.6 r I No. 4 5161 t STATEOFQNA1. August 30,2001 WAPNING V.,CN de.fpn p.,.rncterx and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building deslgnei - not truss M1 designet. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stablilly during construction Is the iesponsibillty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. for general guidance iegaiciing fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing SpecHication, and HIB-91 M iTe k° HandlingInstallingandBracingRecommendatlanavailablefromTrussPlateInstitute, 583 D'Onofilo Drlve, Madison, WI 53719. Symbols Numbering System A,Generai Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS C3 2, Cut members to bear tightly against eachC7 other. o Q WEBS J5 3. Place plates on each face of truss at eachQh"*For 4 x 2 orientation, locate o h Qjoint O and embed fully. Avoid knots and wane plates/e" from outside edge of v a V at joint locations. truss and vertical web. a a 4, Unless otherwise noted, locate chords icespatI14length(+ 6" frompanel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4. perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCi 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. N MiTeko C 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. 1 l . 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 HYDR0 4/R I TJoEii Ply I HUH I UJUNAIDIEBUDIIIIANPE5161 , 112970111 DR 1732E JS3 IROOF TRUSS 16472 Segovia Cir. N 2 1PembrokePines, FI 321331-462T [ (optional) 4_ 20T__ __SRT__sAug Inc. -wed-Aug 29-07.12:b/ -Page AN-. CONGW AFL 22 2 UI-Mile rid. 2001 1 4- 2-3 4- 2-3 3 Scale 1. 14.4 3. 54 F12 J 3x4 2 6 4 3x4 2x4 H 4-2-3 4- 2-3 LOADING ( psf) SPACING 2-00 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates increase 1.33 TIC 0.22 Vert(LL) 0.02 4-5 >999 1 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.12 Vert(TL) 0.03 1-2 >620 BCLL 0.0 t Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/clefl = 360 Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-3 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= 12 1 /Mechanical, 5=327/0-10-10, 4=35/Mechanical Max Horz 5=177(load case 3) Max Uplift3= 79(load case 3), 5=-245(foad case 2), 4=-56(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1 2=35, 2-3=26, 2 5=-296 BOT CHORD 5-6=0, 4.6=0 WEBS 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 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 79 lb uplift at joint 3, 245 lb uplift at joint 5 and 56 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) 96.81b up at 1.5.0 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) 13 Vert: 1.2=.74.0, 2.3=-74.0. 4.5=-20.0 Concentrated Loads ......... lb) Vert: 6= 11.9 C4* No. 45161 STATE OF 50 % A I'D0RAugust 30,2001 WARKING - VerVy design parameters and READ NOTES ONTHIS A" REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown. and Is for on Individual building component to be instated and loaded vertically. Applic-abillty of design parameters and proper Incoipo4aflon 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 esponsibility of the erector. Additional permanent b(bcIng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard. DSB-89 Bracing Specification, and HIB-91 MiTek HandlinginstallingandBracingRocommondailanavailablefromTrussPlateInstitute, 683 D'Onottio Drive. Madison, WI 63714). Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ys J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2C3 other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 '' joint and embed fully. Avoid knots and wane plates/8' from outside edge of 0 o_ al +ti at joint locations, truss and vertical web. a 0 4. Unless otherwise noted, locate chord splicesP at I/4 length(+ 6" fromapanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to slots. Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCi 87206, 86217, 9140 12. Anchorage and/or load transferring WiSC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek engineer. 15. Care should be exercised in handling, p PANEL TM erection and installation of trusses. O 1993 Mitek Holdings, Inc. CLIP FORM018,019 NYDR011Q/R ® Job Truss russ lype JUNAIDIE BU0llvl 6-1-61 ty Ply HURION 16472 Segovia Cir. N. 112970112 i DR1732E S4 ROOF TRUSS Pembroke Pines, Fl 33331-4627 2 1 optional) C PAN,-E0NGW000-.-FL —21F. 201 sRi s Aug=2b01--M'ffe"nclustnes. Wed ug 29 07:12:57 266 3-7-2 1-5-0 3-7-2 3 3.54 F12 2 4 2x4 3-7-2 3-7-2 LOADING (psf) SPACING 2.00 CS1 clefl PLATES GRIP1DEFLin (loc) I/ 1TCLL30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TQ 0.05 1 2 >412 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: 131b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.7-2 oc purlins. BOT CHORD 2 X 4 SYP N..2D BOT CHORD Rigid ceiling directly applied or 10 0.0 oc bracing. REACTIONS (lb/size) 3=81 /Mechanical. 2=306/0-11-5, 4=24/Mechanical Max Horz 2=97(load case 3) Max Uplift 3=.49(load case 3), 2=-232(load case 2) IIFORCES (M) First Load Case Only I TOP CHORD 1-2=29.2-3=.49 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 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 49 lb uplift at joint 3 and 232 lb uplift at joint 2. i 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: 1.3=.74.0. 2 4=-20.0 Concentrated Loads (lb) Vert: 5=21.6 13 N0.45161 STATE OF August 30,2001 WA&-VTNG - IV.,Ify d..fgn p.,.,,. tars and READ N(YFES ONTHISAND REVERSE SIDE BEFORE USE. liiiiiiiit@ Design valid for use only with M11'ek conneclofs. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional lempo(aty bracing to Insure stability during construction Is the of the erector. Additional petmonent bibcing of the overall stfuctute Is the responsibility at the building designer. For general guidanceesponsi011ity eQordlr,g fabrication, quality control, slotage, delivery, erection and Oiciclng, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTekHandlingInstollinaandBracingRecommendationavailablefromTrussPlateInstitute. 583 D'Onofilo 0(lve. Madison, Wl 53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate T_ plates 1 /8' from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gong-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM01 B4O3 9 WISC/DILHR 870040-N, 930013-N, 910080-N IM! 0 MiTeke OfMRO,q/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and ail other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each fr joint and embed fully. Avoid knots and wane o 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, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc, 111h,. do-n- im A11 IL A13 A15 A17 A19I- A A O A 1 A A 17 A15AlS I A -- 12 -11- p 11 B - - _ -- -- li,- _= C - _ - _ ----_-_---_-_--= -- -__ ==A9Grr I I A i K 0 o L' o 6 1'D3 ON 0o M- III -- __._.• - - .._..._. _ - . - - - 3-0-0 13-6-0 BRG• IN ENTRY L 10-4-0 8-6-0 Y1 YFrIIrIC-': ALL BEARING WALLS TO BE PLACED - I ;.,. 1 PLY HCR. ICTIC'E! ! REVIEW ALL SPAN DIMENSIONS- -BRG. WALLS I I PRIOR TO SETTING TRUSSES.. J N 2 PLY HCR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. I A d 3 PLY HGR. I SIGNED APPROVAL: X I JOB NUMBER: DR1732E DATE: 3-6-01 PITCH: 1 LOAD: SHINGLES D.R. HORTON . 5 CCU SPAN CUSTOMER. /H.12" A? 407-321-1440 BY: T.H JOB NAME: 1732 "E" ELEV. BRG: BLOCK 0 1 0 I Ili