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HomeMy WebLinkAbout223 Friesian Way 02-868 New SFHPERMIT ADDRESS—u3--f-r—i4may-t CONTRACTOR 1) K ficnion ADDRESS 6250 Hazeltine Nat'l Dr # 102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER MuNh NUm1jtK ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR 1 71, fPLUMBINGCONTRACTOR MISCELLANEOUS CONTRACTOR W= MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 0 0 Wl CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 223 FRIESIAN WAY for which permit 02-00000868 has heretofore been issued on 6/07/02 has been completed according to plans and specifications filed in the office of the Building Official prio to -the issuance of said building permit, to wit as complies with all the building, plumbing, el trical, z ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROVAL _ BUILDING: FIRE: Finaled a a -03 Inspected ZONING: Inspected UTILITIES: Water Lines In o 1a-o3 Meter Set Reclaimed Water ENGINEERING: Sewer Lines In Sewer Tap Street Drainage ,00-1 a. O P Paved Maintenance Bond PUBLIC WORKS: Street Name n ''Street Signs j -Q3 \ -eightsStorm Sewer Driveway Street Work DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE ELECTRIC 7/15/02 01-APPLCTN FEE ELECTRIC 7/30/02 01-APPLCTN FEE BUILDING 6/10/02 01-APPLCTN FEE MECHANIC 9/25/02 01-APPLCTN FEE PLUMBING 8/01/02 02-ENGNG DEVLPMT FEES 6/10/02 01-FIRE IMPACT RESIDENT 6/10/02 01-LI13RARY IMPACT FEE 6/10/02 DATE AMOUNT 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 No APPROVAL PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 223 FRIESIAN WAY for which permit 02-00000868 has heretofore been issued on 6/07/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/10/02 279.61 6/10/02 91.93 6/10/02 14.13 6/10/02 847.00 6/10/02 14.14 6/10/02 1384.00 6/10/02 650.00 6/10/02 1700.00 OWNER BU LDI ICIAL-'DATE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 223 FRIESIAN WAY for which permit 02-00000868 has heretofore been issued on 6/07/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as `` "..' ,, 3. ` f, .;,V complies with all the building, plumbing, el.ejtrical, zonirig "an subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. S DATE APPROVAL BUILDING: ! Finaled G: Inspecte UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Z Maintenance Bond PUBLIC WORKS: Street ions Apply: Yes Cted Sewer Lines In Sewer Tap Street M-' 1 Paved Name r J Street Signs '. <'' , _ ,rtii.v,i'rc, J Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE-PIIUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE PRRP PATH DATE DATE AMOUNT 7/15/02 20.00 7/30/02 20.00 6/10/02 10.00 9/25/02 10.00 8/01/02.' 10.00 6/10/02 10.00 6/10/02 59.27 6/10/02 54.00 No APPROVAL PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 223 FRIESIAN WAY for which permit 02-00000868 has heretofore been issued on 6/07/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision' regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 6/10/02 279.61 01-POLICE IMPACT RESID 6/10/02 91.93 01-RADON GAS TAX FEE 6/10/02 14.13 01-ROAD IMPACT FEES 6/10/02 847.00 01-RECOVERY FD/CERT. PGM. 6/10/02 14.14 01-SCHOOL IMPACT FEE 6/10/02 1384.00 WD IMPACT:SINGLE FAMILY 6/10/02 650.00 SD IMPACT:SINGLE FAMILY 6/10/02 1700.00 OWNER BUILDING OFFICIAL / DATE REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE PERMIT ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation.. Engineering a Public Work Fema Rec'd Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional) REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATEa" PERMIT ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 wlo # a1 31v Approvea 1/a/o3 Z-8UL&er. 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 1 i NS Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd NN REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE a - `\ "C)'7) PERMIT #C F:7')oS ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph:(407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address,..please submit a statement for denial of C.O. or a conditional agreement to be attached to ithe C.O. % Thank you for your cooperation. Engineering Fema Rec'd Public Works Cert. of Elev. Rec'd Utilities_ - Bldg. Inspector Apprvd Z4-3 Conditions: (to be completed only if approval is conditional) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 2/12/03 08:09:59 Location ID . . . 230325 Parcel Number . . 18.20.31. - - Alternate location ID Location address . 223 FRIESIAN WAY Primary related party D R HORTON Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT LOT 59 *************** 61202 2.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 61202 3.00 CSVC UT BP02-868 PD 6-10-02 SEE REC#5346 61202 4.00 CSVC UT 3/4" WA METER SET FEE $190.00 PD 6-10-02 61202 5.00 CSVC UT REC#5346 61202 6.00 7.00 8.00 9.00 10.00 Special notes More... F2=Address F3=Exit FS=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires July 31, 2002 ELEVATION CERTIFICATE Read the instructions on paces 1 -7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 223 FRIESIAN WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 59, BAKER'S CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE 1 SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use deptl) of flooding) 0045 E 4117/95 4/17/95 X 24.6 B 10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined © Other (Describe): NEAL HILER ENGINEERING, INC. 1311. Indicate the elevation datum used for the BFE in B9: 0 NGVD 1929 NAVD 1988 Other (Describe): 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes H No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings` Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a- 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 0 No o a) Top of bottom floor (including basement or enclosure) 31. 2 ft.(m) o b) Top of next higher floor 40.7 ft.(m) o o c) Bottom of lowest horizontal structural member (V zones only) N/A.. N o d) Attached garage (lop of slab) ft.(m) 30. 8 ft.(m) w o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 30.5 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 29.4 ft.(m) z . o g) Highest adjacent (finished) grade (HAG) 30. 1 ft.(m) y o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST ET, TE.18 ORLANDO FL 32801 SIGNATURE f N, - VIA DATE TELEPHONE ILb 1 lrr• 1/8/03 (407)426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, nd for Bldg. No.) OR P.O. ROUTE AND SOX NO. Poly Number 223 FRIESIAN WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR LUNt AV ANU 4UNt A tvvt I nvU I Drcf For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. I E1. Building Diagram Number _(Seled the building diagram most similar to the budding for which this certificate is being completed —seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevafion b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete.items C3.h and C3.i on front of form. E4. For Zone AO only: If flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sed ws"A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communiy's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information, in Section Gwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 01 G2. A community official completed Section E for a building located in Zone A (without a FEMA issued or communityassued BFE) or Zone AO. G3. The following information (Items C4-G9) is "provided for community floodpain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Impovement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: — G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS J PLAT OF, SURVEY DESCRIPTION: (AS FURNISHED) LOT 59, BAKERS CROSSING. PHASE I, AS RECORDED IN PLAT BOOK 60, PAGES 27 & 29 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS:) TRACT A PLATTED FRIESIANPT _ PT As:) FRIESAN WAY 50RIGHT Op WAY - WAY81.61— _ CENTERLINE OF RIGHT_OF-WAY wl io 0 _ 221.67' olo g. 14006' _ 50.6g. --D WALK IS ' S 79.4 9 " 1'5' OFF 1 '48 E WALK IS UT T 16.3':.:.:. EASEMENT:,- 1.5' OFF SGRAPHICSCALE I 0 15 30. h I 3'WALl< I 22..-"DRIVEWAY ONCRETE y0 5.0 ry 13.0' > 1t.:'... 0 17.7'. 5.3' ' 5.0 e o COVERED LLJ ENTRY xa n L O T 60 o TWO STORY CONCRETE BLOCK WOOD FRAME El N_ L O T 5 8 V zw RESIDENCE N N Cy) co (j w N FINISH FLOOR w o ELEVATION=31.19 w O OO U w O Z z z 40,00' 5.0' 9.0' I 1 I N I I I I M I I I I I I LOT 59I II I h I rye. N 80.1,3 31 " h9' W50.63' ------- CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA AMERICAN HERITAGE MORTGAGAE CORP. NICOLE GLYNN AND GAIL M. LINGO NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 1-7-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON ITHESOUTHERLYLINEOFLOT59 BEING N 80'13'31" W PER PLAT. FIELD DATE:) 1-7-03 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM32984 DRAWN BY: FINAL 1-7-03/CC FOUNDATION 9-13-02/CC MODEL CHANGE 6-05-02 JML MODEL CHANGE 12-26-Ot JM MODEL CHANGE 12-4-01 JM ESC 7-11-01/RRD NOT PLATTED 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). LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 Q FND NAIL AND DISCLBg4671 (1/7/03) FND 5/8" IRON ROD AND CAP LB #4671 (1/7/03) CNA CORNER NOT ACCESSIBLE In, DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C- AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLOR16ABOARD''OF PROFESSIONAL SURVEYORS- AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA—ADMINISTRATIVE CODE PURSUANT TO' CHAPTER 472.027, FLORIDA STA" LUTES - L- g-off FOR THE FIRM WILLIAM R. M SCATELLO JR. SM #4928 DATE THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton/ Inc. N6250Hazeltine ational Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida '32822 MARYM E MORSE, CLERK OF CIRCUIT COURT SEMIMXE COUNTY BR 04429 PG 1027 CLERK'S # 2002891OSS RECORDED 06/07/POOP 03151115 PM RECORDINQ FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter ,713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproppertyy: Lot(s) 59, 68, 78, 81, 83, and 85 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling cE rrlr=lE Owner(s): D.R. Horton, Inc., a Delaware Corporation copy iYlA14YAlV1VE MC3RSEAddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple SE 1 CLE K OF CIRCUIT OURT LE CO 1 Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #:P C 'E Contractor: D.R. Horton, Inc. Phone #: Fax #: ddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 JUN 0 7 2002Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: 44, Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florda Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by: G Kobt:rt A. Lawso"ssistant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,200Z- by .ARobert. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, toneao e corporation. He/She is personally mown to me. Notary Public, State and County Aforesaid t)!JLTON TARP o MY Com7/26/2002 PmUBLIC No. CC 762427 s0^alA Wwwn () 00W I.D. Notary Seal 0 Amount Nature of Wort:: I Q Job Valuation: Application Fee: 10.00 TOTAL DUE: By signing this application, I am stating that I am in compliance wi of Sa erd—'7 Mechanical Code. Applican _ Signature State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: Oa—ftB Date: % 3/' 0a The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: . Q _ He rkDc Address of Job: Plumbing Contr, Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: One Water Closet j Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanfor Plumbing Code. App Lure State License Number C,,.-`F"i/ OF SAN5--"O-,,D ELECTRICAL PERMIT APPLICATION Date: 2-4:, — 0;?— P arn i The undersigned hereby applies for a permit to install the following electrical: Owner's Name' Address of Job: Z,2-3 69 Electrical Contractor: Residential: V, Non -Residential: Number Amount jAddition, Alteration, Repair (Residential & Non -Residential) New Residential: Ai%',P Service D 13S.00 New Commercial: A ,__,Mp Service Change of Service: From AMP Service to AMP Service Manufactured Building Other- Cf Application ee: S,10-00— T 0 T AL D-" ULE By Sig;,mng tN-J.s application 1 am sluing that 1 am in coimiplil<,,nce City of Sanford Eiectric-a! Ccde. Applicant's Signature C P,- - 00 152- q 2- State License NUmber CDUNTY nF St:MNOLE 1 IMPACT FEL SIT'ATBi E T ISSUED by CITY Of S'A MFORd STATINPIIOT NU1469R lok-M83 .OATP 1- PLAT SMI LAT BOOK P,Et .,...., BLCCIKt' LO i it gt 1l AMA at.....r..,,....',,....:.L,,,/......'11...__._.,t» mow....,--.-...V,.lp•. w..f . CYi-.PL _,j.rt..dl..' APPLICANT NAjMf.t Yww—r.r y y1 YwMr+rrY 1wMNIMwIwMIM r+wR+*.ww4MCMlN rwrfiAMwMWi+nIwMM IA/iiw 1' M U-SE CATIGt1RV 001 .. sLY META C1IP0' 1,1130SEE TYPE US52 Rp3tgfFkTiAt- " W09 , 04SCRIPTTON S SINOLP OA"ILY HIDU891 DETAC.466 - CONSTRUCTION NtiF T to PAl: Nii IRATA PE1K 0VVP9 TOTAL '00 TYPE ofaT SCHECULE 01sc. UbTT 0P UNTTS A. Ns:•!A:.»......i...:.M_.....q.wr.rr.i iM 1.MM+t}w/bvrrr w,...,,..,., AaT1 si h ect-rtYt e O OWL UNIT T Tti5*00 .1 4 1050" ROAD$ - ti- CAL4tcv"s WORTH a OWL UNIT t 142000 v ! 14,2004", 161MANY 0 OVIL oNTT T 134+000 1 $, k AMOUNT DUI B tBlN1 wwe' rw6r a.wi wwsrauri.iiwipw LtAB_ 3 T NANO u mo- 0I' 10 1 fttIVI SASNATORY,AMICANTS fATLUA6 TO NOTIFY -00911 ANQ ESN ' III Y PA *rnWt I kestitf Lit vouit. LtAlrl'uTX Fait 1We 0N 2- APPLICANT 4-COUNTY 4 P40U ANE A0VISOp THAT 'THIS I'S . A STATEMOT OF -$fBA 'WHICN A"', r NO . PAMN'GLE PRIOR Tit ISSA+ANC bf , A BULC X11a P itm O# R*An, AL$Q ADVISRP T"AT ANY Jti lF$ Of T14I1 ApPLIt T U04 owkqo To THE to L+C.ULA'TI'bIOA 1OF sme ItaAct, 41 AR'1t11 'allaq y ffol m 3 I'01PACI' volts WJST all Ax"clso. ov .11LANto A i VR + i WITHIN 40 6AL&ROA ' • CA YS . Of TOR AMA IRrj GA 07 " OT l lt`>R+I! 4MAN C94TVIC,lk Of QCCUP r.04 top' 'es too ' awe ul A AT ,* 11 '€1 s ME _ N L 'R Y` = goo 4# 71 LX up WO&U 3 I1 Yq # M, ox tkocK OR RgNst was* Allp s a ' R,efliURNcr MM " MY- 6ilL011104 Pnorr. IlUl mV4 'AT Taft TOP r r P It YAktK1 dNLX IN COK4UN4 F, 0 WITM ISSUANCE (IF A*** 1" A FAAIL. t Uih_RINS P l1i t PLOT PLAN JA—PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED A`_', FOLLOWS: COMMENCE AT THE SOUFHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N 00'25'29 E (ASSUMED BEARING) ALONG THE WEST LINE OF TI-IL !NORTHWEST 1/4 OF SAID SECTION 18, A DISTANCE OF 362.75 FEET; THENCE DEPARTING SAID WEST LINE ON A BEARING OF S 89'34'31" E A DISTANCE OF 1320,42 FEET; TO THE POINT OF BEGINNING; THENCE N 00'42'26" E A DISTANCE OF 110.84 FEET; THENCE 'S 79'49'48" E A DISTANCE OF 50.69 FEET; THENCE S 00'42'26" W A DISTANCE OF 110.49 FEET; THENCE N 80'13'31" W A DISTANCE OF 50.63 FEET TO THE POINT OF BEGINNING. TRACT A n - FRIESAN WAY 50' RIGHT OF WAY FI61' ---_ 4948„E (OF PROPOSED BAKERS CROSSING PHASE 1) 221.6;- w 06'- I r N PC S 7 50.6g' FLOOR SLAB ELE`W 10N MUST BE 16" ABOVE CROWN OF ADJACENT ROAD UNLESS OT RWll%-EP"ROVED 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. H 0 In = xz3o z w! S ZO O IJ m wwN ry ry o POINT OF COMMENCEMENT 3 iliE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 18-20S-31E MINIMUM LOl WIDTH FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON LOT POINT OF BEGINNING 1320.42' A S 89'34'31" E THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. TIIIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE`_ ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON ITHESOU111ERLYI..INE OF LOT 59 BEING N 80'13'31" W PER PROPOSED PLAT. FIELD DATE-) SCALE:_] = 30 FEET APPROVED OY:.FEC --- — REVISED: MODEL CHANGE 12-26-01 MODEL CHANGE 12-4-01 ESC 7-11--OI/RRD LOT PLAN 7-11-01/ 9 49 48„ E IO UTILITY EASEMENT DO --- p DRIVE 5.0' I 19.67'` Lu N N O O r4 N 47.00- u a PROPOSED MODEL 2289 FINISHED FLOOR ELEVATION= 30.7 W- 40,00, i4000' 5.0 O A/C LOT 59 DRAINAGE TYPE 8 N 80-73 50.63. NOT PLATTED 3 LD N N i- O O m LOT 58 LOT 59 CONTAINS 5533 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET f TOTAL CONCRETE 606 SO. FT. t TOTAL SOD 3140 SQ. FT. t LEGEND BUILDING SETBACK LINE CNA CORNER NOT ACCESSABLE CENTERLINE RIGHT OF WAY LINE 6 DENOTES DELTA ANGLE 99.9' PROPOSED ELEVATION L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PROPOSED DRAINAGE FLOW C DENOTES CHORD CONCRETE R PI RAiODENO TES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVA.IURE PC DENOTES POINT OF CURVATURE L8 LAND SURVEYING BUSINESS PT DENOTES POINT OF TANGENCY LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT TYP A/C TYPICAL AIR CONDITIONER PCP PERMANENT CONTROL POINT W BLOCK WALL P) PER PLAT RP RADII.)POINP M) MEASURED OIIU OVERHEAD UTILITY LINE FND FOUND SO, FT. SQUARE FOOTAGE AMERICAN SURVEYING & MAPPIN_(-: J CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPRCVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM33984 DRAWN BY: FOR Z %` O f iatsF EMORY -F. COLE, PSM #4403 DATE PLOT PLAN A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP '4'0 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 362.75 FEET; THENCE DEPARTING SAID WEST U"°: :JN A BEARING OF S 89'34'31" E A DISTANCE OF 1320.42 FEET; TO THE POINT OF BEGINNING; THENCE N 00'42'26" E A DISTANCE OF 110.84 FEET; THENCE 'S 79'49'48" E A DISTANCE OF 50.69 FEET; THENCE S 00'42'26" W A DISTANCE: OF 110.19 FEET; THENCE N 80'13'31" W A DISTANCE OF 50.63 FEET TO THE POINT OF BEGINNING. a TRACT A FRIESAN WAY 50' RIGHT OF WAY 9.4g„E ( OF PROPOSED BAKERS CROSSING PHASE 1) I - Nr 1.67' Olry 5p.6g• PG 10' UTILITY Eq SEMENT o' --- _ O _ DRIVE 5.0' 15.00' 1,,r" 19.67' n Ld LOT 60 N N NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ERRORS THAT MAY OCCUR FROM THE O USE OF THE UNRECORDED PLAT THAT THIS PLOT PLAN IS BASED ON. z POINT OF 0 BEGINNING 1320.42' - - n ° S 89'34'31" E V, - 70 N Z , r O POINT OF Z COMMENCEMENT Z THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 18-20S-31E MINIMUM LOT WIDTH FRONT: 25' REAR: 2.0' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M, COMMUNITY PANEL NO 1202.89 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 SOUTHERLY LINE OF LOT 59 BEING N 80'13'31" W PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE:_-1"-_ 30 FEET----- — APPROVED BY: EEC ------------ MODEL CHANGE 12--26-01 JOB N0. ASM33984 MODEL CHANCE 12-4-01 ESC 7-11--01/RRD DRAWN BY: 'LOT PLAN 7-11-01;/ LOT 58 n 4zo0' o o PROPOSED o N MODEL 2289 FINISHED FLOOR ELEVATION- 30.7 O O N 40.00' 40.00' 5.0 I ` PATIO-. Ej I i12.00'. ABC I L. N I LOT 59 DRAINAGE TYPE B N 8p•13r3,r W 2a9_ 50.63 • ----- NOT PLATTED LOT 59 CONTAINS 5533 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SOUARE FEET t TOTAL CONCRETE 606 S0. FT. t TOTAL SOD 3140 SQ. FT. t LEGEND BUILDING SETBACK LINE CNA CORNER MOT ACCESSABLE CENTERLINE RIGHT OF WAY LINE A DENOTES DELTA ANGLE 99.9' PROPOSED ELEVATION L DENOTES ARC LENGTH C.B. DENOTES CHORD HEARING PROPOSED DRAINAGE FLOW C DENOTES CHORD CONCRETE R PI RApi[,; _; DE';';'ES POINT OF INTERSECTION PRC DE;!•JTES POINT OF REVERSE CURVATURE LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS PT DENOTES POINT OF TANGENCY LAND SURVEYOR TYP TYPICAL FIRM PERMANENT REFERENCE MONUMENT A/C AIR CONDITIONER PCP PERMANENT CONTROL POINT W WALL P) PER PLAT RP ROADUSE OINI M) MEASURED CHU OVERHEAD UTILITY LINE END FOUND SO. FT. SOUARE FOOTAGE 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWFJ 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. r z 7- 0 J F ReRM EMOOLE, PSM #4403 DATE Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address b2SD W_ City/State/Zip li A- —3zg?fz Phone & Email i Quarterly Payment Amount $11 First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: L_ 5q &A s 'Si Ne! SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: eO-U DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AG THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL RN T TINSHIP-OFTHE PARTIES. pex-Repres n' ative-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 (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALI, OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor 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 se . The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or its designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of installation, terminate this Agreement and be relieved of any liability hereunder if Apex determines, in its sole discretion, that it is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identified Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. After this initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a $600 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 Limited Power Of Attorney I hearby name and appoint: Craig Coulton and 'Fa) each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply The Building Dept. of: C I ,U 0 For a residential permit for work to be performed at: Lot # : Ikon Subdivision : 4,16Us cross"9 Address: 22 5 i c> J W" And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrui Date: Who is personally kn State of County Florida Ora nt wV s acknowledged before me this: G By: Richard B. Ladd ( Contractor ) n to e PATRICIA L. COUL70N Q o Y Comm Exp. 7/26/2002,"OTAAY c r No. CC 762427 CA Notary PubliL-&g-n-,fure Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 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. e. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: / f Garages/Carports "f 5 S.F. Porch(s)/Entry(s) / S.F. Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNERIBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical S. 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 . O!/ SIGNATUDATE1 RI+, 11 (By Owner or Authorized Agent) A.B. DESIGN GROUP, INC. 1441 C,R. 0427 NORTH L-ONC3WOaO, FL.A. 32750 PH.- (407) 774-0078 PAX- (407) 774-4076 RON-* RIP@ RMA pR 1 K, k, SQ-FT. CALC.'S LIVING (15T.) LIVING (2N[).) TOT LIVING ENTRY GARAGE 1372 912 2284 32 415 SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. PATIO c3 6 --54- SQ. FT. TOTAL 47- SQ. FT. a 12-7 CITY OF SANFORD PERMIT APPLICATION Permit No.:_ Date: Job Address: Z2 zip f'ermrt,Type: Building Electrical Mechanical Plumbing Fire Alarin/Spriakler Description., of Work: F Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service _Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 117 10 I cr(o(4 Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg. Value of Work: S M Ew + ' Type of Construction: BrP- Flood Zone: Number of Stories. --A— Number of Dwelling Units: 1 Parcel No. Attach Proof of Ownership & Legal Description) Owner/Address/Phone: Q aK ) SN o 10-:7 fIES S q - g t O i P2no _T- [Co- ne: Contractor/Address/Pho iC 3 e> ` 5 -C tot ' N) t-Kr . Jbz stc I0z UW,) Q L State License Number: Contact Person Phone & Fax Number. atC t - l01 dlo i ciZZ t3 Title Holder (If other than Owner): N Address' Bondrn Com gparry: Address: Mortgage Lender: tS h Address: Architect/ Engineer Address: 401 K)5R• 4,54 SL . 1 t5s.11 -S . R Phone No.: 40'l=v-14 (001,B Fax No.: 40 4 (-294 - 4 OE-B Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other gmtrnmcntal entities such as water management districts, state agencies, or federal agencies. Acre ce of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Si tore of Owner/Agent Date Signature of Contractor/Agent Date Ud Print er/ A,gent' Name f ZCntracl,r/ Algent' s N r Signature of oLF.lozida, ate Qtl Date OF Lo FAI RICIA L. COULTON c P M Comm ZZVZ9L 00 'ON k NOTARY;; Y Fxp. 7/26/2002 w PUBLIC aYlOV ZOOZttJZ/L '3 11111103 Fyn No. CC762427s , ersm V** wn JJOtherI NOilf)03-J,V1012i1bd Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Knouv to Me or Produced ID Produced ID APPLICATION APPROVED BY: !/ Z+ Date: 3— Special Conditions: A S M,o ClD C I 23-4-0 A B l A —0— Ft. AT L B 1 !` S FA B 1 B1 A9 B1 _ All B 1 UPSTAIRS BRG, Bi I A 1 Bi AIA N AlA B 1BI r— co131 Bi— Bl a„ Al B 1 LLJ A2 A2 B <E A2 i B A2 I B BLAB —__—__. _ ____ ________ _.__—____ e__— _____—_ E_CTA B _A L DGER B'ia . DGAB E 9-0-0 BRG. - : _ - 8-0-0 BRG, 13--4-0 BRG, IN —ENTRY 9-4-0 vPRt`IIt`IC: ALL BEARING WALLS TO BE PLACED _I I_ 1 PLY TIM ICTIC-E! 1 REVIEW ALL SPAN DIMENSIONS —BRG. WALLS I PRIOR TO SETTING TRUSSES.. ' A E 2 PLY HGR. +ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI I 1 WALLS SHOWN ARE TO BE BEARING_ I d 3 PLY HGR. SIGNED APPROVAL: X ® _ _ - - - _ - I JOB NUMBER: DR2289A DATE: 4-2-01 PITCH: LOAD: SHINGLES 6. 407-321-1440 CU SPAN CUSTOMER: D.R. HORTON /H: 12" BY: T. JOB NAME: MODEL 2289 "A" ELEV. BRG: BLOCK T23 t I fly T 2 3 1ST FLOOR BRG. R 8---0--0 j i' T 23 T20 Ua I o T23 j? i i cu T23 3- j II T23 CD wG2 In IIl oIIICD mil I j i J lil III Zli li, lug __. 18 T18 8 — 0 I In TG19 I oD LEI v T 19 T19 it T19 i 0q ce s NOTE: PLACEMENT MAY VARY DUE TO FIELD CONDITIONS a A/C PLUMBING ECT. cu ' w I SEE INSTALLATION GUIDE I T19,_, w T19 i j TT19 I O_ 9-4-0 t TRIM IT FLOOR SYSTEM I V'Ai NIrIC: ALL BEARING WALLS TO BE PLACED I,_ L, IUT FACE/MT ICTICEI I REVIEW ALL SPAN DIMINSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. i_' 0 d MIT TOP/MT I ENGINEERED DRAWINGS---LOADING--PITCH AND OVERHANGS WNWALL5SHOARE TO BE ARING.. SPC SIGNED APPROVAL: X I____________ JOB NUMBER: DR2289 ,'s DATE: 7-2-01 CCU SPAN CUSTOMER: D.R. HORTON 407- 321-144 800- 330-4008 BY:D.H JOB NAME: WATERSIDE 2289r ELEV. Nil MiTek"" December 12, 2001 MiTek Industries Inc 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 : 11609467 thru 11609498, Total : 32 drawings Job :DR2289A Builder D.R. HORTON Location :BAKERS CROSSING, LOT 517 County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-462T This serves as the cover sheet in conformance to Chapter 6 1 G 15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 32 Truss drawing. 2) Truss Index. 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 ANSIJTPI 1-1995 Sec.2. U y #«2#»<###f2<$f+ 10 Trusses included=32 DR2 ..<: 1 60946 2"OR2 4 « ,, ." 1 1609469 y2<ws t2 1v09470 f..» ± « ©»© 1 1609473 2289A . .. w 1 1609474a s t»4 ®\ ©© 1 60947 w, .a ... 60947 b 2 i4 » u"rW,»6J a<" t 79A\ <2 11609480 R< m « » © 1 1609482 2 ?289 v tr 49 22 J » .t. 1609484 182 . »2J f » . 1 1609485 19,"\DR2289A\ ff«r:y 1 1609486 J. .t 1609487 21 <R » Y ®\ a . 1609488 1609489 23© DR2289 ,.: 1609490 K »t«« 3:,e 11£9£1 89 k 1609492 w <»*1« w 1 1609493 2"»«2441,»° 60949 2.»t296« : 9*® y. .»2 1 1609497 e" 1 1609498 AWARNING - Verify design Parawaters a" READ NOMS ONT111,19 AMrREVERSE SIDE BEFORE USE. twittiis"We D"n valid tot use only with Milek connectors, This design Is based only upon parameters shown, and is tot on individual building component to be Installed and looded vertically, Applicability of design parameters and proper incorporation of component Is fesponsIblilly of building designer - not huss a esign"". Biocing shown Is tot lateral support of Individual web members only. Addlfional temporary biacing to Insure stability during constfuction Is the iesponsliollity of the erector, AdditIonof permanent birscIng of the overall structure Is the iesponsibility of the building designer. For general guidance legol dInq tobileotlon, quality contiol, storage, delivery, erection and byocing, consult QST-88 Quality Standard, DSS-89 Dreolng Specification, and HID-91 Handling Insialling and Bracing Recommondattonovoliabse, from Trust, Plate Instrute, 683 D'Onotrio Drive, Madbon, Wl,"719, MiTiveko Symbols PLATE LOCATION AND ORIENTATION 11Center 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. W- Iff9w, The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, WNDENUME Numbering System J2 J3 J4 TOP CHORDS VYEBS J5 0 1: a: 0 0 CL 0 I — BOT70M CHORDS Jl J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE tOWESTJOINT FARTHEST TO THE LEFT, WEBS ARE NUMBERED FROM LEFT TO RIGHT, CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17,08 1C80 1591, 1329, 4922 SBCC1 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N P;* w KT, iiTek@ TM PANEL HYDR0, 41P CLIP J 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., Z 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 I 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 comber for dead load deflection. Plate type, size and location dimensions shown indicate minimum plating requirements, 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, @ 1993 Mitek Holdings, Inc. W 1 russ i i russ type JUNAIDIE BUDIMAN PE #45161 YtY rry inure (uiv 289A A `ROOF TRUSS 16472 Segovia Cir. N- 3 1 11609467 Pembroke Pines, FI 33331-4627 optional) 11 8-0 17-2_13 4 23-4_( 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale = 1:43.0 4x6 =_ 13 3x4 8 7 3x4 = 3x4 = 5x6 7-11-8 7-5-0 7-11-7 LOADING( sf) SPACING 2-0-0 CSI 1 DEFL in (loc) I/dell PLATES GRIP TOLL 30,0 Plates Increase 1.33 TC 0.42 i Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 105 Ib 1--------- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing, WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1081/0 4-0, 2=1172/04 0 Max Herz 2=151(load case 3) Max Uplift6= 440(load case 4), 2=-548(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2 3=.1703, 3 4=-1476, 4,5=-1476, 5 6=1702 BOT CHORD 2-8=1510, 7.8=1035, 6-7=1509 WEBS 3 8=-355, 4-8=534, 4-7=533, 5-7= 354 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 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 440 lb uplift at joint 6 and 548 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I i STATE •w A WARMNG - Vortfy design pammeters and R&W NUrgg ON THIS AND RVVERSK SIDE BEFORC USE. own Design vohd tot use only with MITek connection. This design Is based onty upon potometers; shown, and Is for on hollivIdual buNding component to t>e Installed and looded vertically, Applicability, of design parameters ond intopet hootpototion, of component Is responsfaillry of building designer - not bass closigner. Socing shown Is tot lateral support of Individual web members only, Additional tomporary lorocling to Instate stablitly during construction Is tho responsibility of the titreclot. Additional permanent bracing of the overoll structure Is the fesponsilialflily of the bultding deslgnoi, Pot general guidance tegording folcOo-oflon, quality control, storage, delivery, firecflon and bracing, consud QST-68 Quality Standard, D5B-89 Bracing Specification. and HIB-91 Handling linsilailim; and bacing Recommendation ovolitable, from Dass Note Inslifulo, 683 D'Onofflor ladve. Madison, WJ $3719, MiTel Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, T 0 For 4 x 2 orientation, locateImplates1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ii J8 J7 116 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mffek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT, I WEB$ ARE NUMBERED FROM LEFT TO RIGHT 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 of each joint and embed fully, Avoid knots and wane 0 at joint locations, 4, Unless otherwise noted, locate chord splices I 0 at 14 panel length(' 6" from adjacent joint.} 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fa brication, 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. lCB0 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, EV Mi! MiTeko FORM018,019 HMR0,41R 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. 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, 11 Do not overload roof or floor trusses with stocks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, Mffolll 9mm''alm I It Mum M 1-0-0 Truss 1 ype JUNAIDIE FUDIMAN PE #45161 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 strles7nc. 6-2-12 5-5-5 9-10-0 LOADIN((;psf) SPACING 2-0-0 TOLL 30.0 Plates Increase 1,33 TCDL TO Lumber Increase 1,33 BOLL 0-0 Rep Stress Incr YES BCDL 10-0 Code SBC/ANSI95 LUMBER TOP CHORD X 4 SYP No.2D BOT CHORC2 X 4 SYP No,2D WEBS 2 X 4 SYP No.3 CSI TG 0,62 BC 0,68 WB 0,54 REACTION lb/size) 6=7/0-3-0, 2=957/0-4-0, 7=1293/0-4-0 Max HorP=149(load case 3) Max Uplifl=-97(load case 5), 2=-453(load case 4), 7=-570(load case 4) Max Gra,6=1 11 (load case 6), 2=957(load case 1), 7=1293(load case 1) FORCES(lb) - First Load Case Only TOP CHORD -2=16, 2-3=2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORf1-8=2060, 7-8=938, 6-7=-321 WEBS 3-8=565, 4-8=1143, 4-7=-1590, 5-7=-421 5A 19-4-0 9-6-0 IRM DEFL in (loc) I/deft Vert(-L) -0.12 8 >999 Vert(TL) -0-50 7-8 >457 Horz(TL) 0.13 7 n/a 1st LC LL Min I/defl = 360 3-10-4 23-3-0 23 4-0 3-11-0 0-1-0 PLATES GRIP M1120 249/190 Weight: 104 Ib BRACING TOP CHORDSheathed or 3-9-15 oc puffins. BOT CHORDRi id ceiling directly applied or 6-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 4-7 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5-0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 453 lb uplift at joint 2 and 570 Ib uplift at joint 7. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. Design valid tot use only with Mffek cone tots. This design Is based only upon porameters shown, and Is tot an ndlAduof building component to Installed and loaded vertically, AppllcabIlrty of design parameters and proper Incorporation of component Is responsibI ty of building designer - not truss designer. Bracing shown 8 for lateral support of Individual web members only, Additional temporary bracing to Insure stobillty during construction Is the responsibility of the erector. Additional petmonent bilsorng of the overall structure Is the responsibBly of the buiding designer. For general guidance resgotding tobticotion, quality control, storage, detivery, erection and bracing, consutt QST-88 Quality Standafd, D$4•89 Bracing Specification, and H14,91 MarufflI ra Instakifna and lihmIng trocommondattorrovallabits from Truss Plate Institute, 583 D'Onottio Drive, Madison, wi 53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. r._ Mplote ca cc 0 For 4 x 2 orientation, locate1s1/8" from outside edge of 0trussandverticalweb, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOT-TOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mffek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT, I WEB$ 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. lCB0 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 General Safety Notes 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 cc joint and embed fully, Avoid knots and wane 0 of joint locations, X 0 4. Unless otherwise noted, locate chord splices aI t14 panel length(-'- 6" from adjacent joint.) 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 of spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, russ 1 1 russ i ype 1UNAIpIE BUDIMAN PE €f45161 ry r"'y 289A 16472 Segovia Cir. N. A11 ROOF TRUSS Pembroke Pines, l 33331-4627 1 1 LT SFTA WOC7C5 FC —_ 20T I sluy_22 0Iimi 11-0-0 12-4-1 17-6-7 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 4x6 4x6 = 4 5 q g1 5-9-3 11609469 Scale = 1:41.9 3x4"_ 11 10 9 6 3x4 = 2x4 11 3x4 =- 5x6 _ 2x4 11 5-9-4 11-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 C?, ISO Ira LOADING (ppsf) SPACING 2-0 0 CS1 DEFL in (loc) I/defll PLATES GRIP TCLL 30 0 I Plates Increase 1,33 TC 0.32 Vert(LL) Q07 10 11 >999 M1120 249/190 TCDL 7.0 i Lumber Increase 1.33 BC 0.42 Vert(TL) 0.12 1&11 >999 BCLL 0 0 Rep Stress Incr YES WB 0.42 Horz(TL) 0,05 7 n/a BCDL 10.0 Code SBC/AN1195 1 Matrix) 1st LC ILL Min I/dell = 360 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 5 10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1 14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1079/0-4 0, 2=1175/0.4 O Max Herz 2=145(load case 3) Max Uplift ?=-437(load case 4), 2=551(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1.2=34, 2 3=-1937, 3-4=1357, 4.5=-1139, 5-6=-1358, 6,7=-1950 BOT CHORD 2-11=1639, 10 11=1639, 9.10=1139, 8 9=1653, 7-8=1653 WEBS 3 11=133, 3 10=579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5,0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 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 437 lb uplift at joint 7 and 551 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1 1995 criteria. a I 0 11 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 Cc 0 For 4 x 2 orientation, locateFor 1/8" from outside edge of CL truss and vertical web, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ii J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWIS For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST J01 MITak/Gang-Nall Joint/Ptate Placement Chart. FARTHEST TO THE LEFT. I WERS 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, 1CBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 87DO40-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, EV Mi! MiTeko FORM018,019 L 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 oll other interested carries- 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 intone 0 of joint locations, T 0 a- 4. Unless otherwise noted, locate chord splices 0 of 14 panel length(' 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication, 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to comber for dead load deflection, 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. THORT - — - - ------- — J66 -1-Truss -- -------- -ry-----ORT-0FI 16472 Segovia Cir, N. 11609470 DR2289A 'AlA I ROOF TRUSS Pembroke Pines, Fl 33331-4627 6 1 cW1----SW1 s u-niMiTek 8-0 -12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:41 1 5A I i 4 6 00 f2- 2x,i- 3 2x4 it 5X8 6 9191 300(-12 - 0 7 3X6 54 3x4= 0 9-10-0 9-6-0 4-0 -0 LOADINI SPACING 2-0-0 CS1 DEFIL in PLATES GRIP TCLL 30,0 Plates Increase 1 .33 TC 0.63 Vert(LL) -0,18 8 >999 M1120 249/190 TCDL 70 Lumber Increase 1 33 BC 0.81 i Vert(TL) -0,63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.57 I Horz(TL) 0.17 6 n/a BCOL 10,0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 104 lb l- - - - - ----- ---------- - - -------- - ---- ------ LUMBER BRACING TOP CHORIP X 4 SYP No.2D TOP CHORDSheathed or 3-1-9 oc purlinSL BOT CHORCP X 4 SYP No.2D BOT CHORDRiV ceiling directly applied or 5-7-2 oc bracing. WEBS 2 X 4 SYP No-3 WEBS 1 ow at midpt 4-7 REACTION lblsize) 6=1081/0-4-0,2=1172/0-4-0 Max Hon2= 1 49(load case 3) Max Uplift=-440(load case 4), 2=-548(load case 4) 1ORIEitl1b) - First Load Case Only TOP CH RDI-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORCe-8=2861,7-,B=1585,6-7=1701 WEBS 3-8=-532, 4-8=1533, 4-7=173, 5-7=-356 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed forthe wind loads generated by 100 mph winds at 25 Q above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 If 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 6 and 548 lb uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard IB NO, 4 $161 STATE OF 0 R 1. L A wmimova - voryg, dazign pamnuters and Rmw Nanns oN ranis AND RemRst SIDE BEF'ORE E1,9z, mm"We Design valid for use onty with Mffek conne-clom This design 1% bosed only upon pommetsus shown, and is tot an Individual building component to bo InVolled and rooded vertically. Applocoffly of deOgn polormsfets and faloper Alcor at of component Is tesponsib4fily of building designer - not truss designer. Bracing shown Is tot lateral soppod of IndtvWuoi web members only. Additional temporary b;*cWvg to Insure stability during construction the lespons4burly oft erector. Additional permanent ka'acing off ovelon StTuctute is the responsUnMy or the building designer. For general guidance regarding tobrIcatk-m, quality c-ontiot, storage, delivery. election and btacing, consuff Q$T-88 Quality Siondard, OSR-49 {racing Specification, and HIR-91 Handling Instaffinq and tracing Rocommenderronavollable fromTruss Plate institute. D'Onottlo Drive, Madison, W1 537M 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, 0 cc 0 2: For 4 x 2 orientation, locateFor 1/8" from outside edge of truss and vertical web. 10 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ii J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For talloulaf plating formal fefef to the AROUND THE TRUS$ STARTING AT THE LOWEST JOINT Mffek/Gang-Nalll 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, 1CB0 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 BMW 0 FORM018,019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3, Place plates on each face of truss at each x joint and embed fully. Avoid knots and wane 0 at joint locations. 4, Unless otherwise noted, locate chord splices I 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, 1 Unless expressly noted, Phis design is not applicable for use with fire refardont 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, Plote type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. Job — - ----- — - ---- Q—ty ---PTy,-- JUNA)DIE 13UDIMAN I 1160947 J Truss s hype - 1E #45161 DR2289A A2 ROOF TRUSS 16472 Segovia Cir, N Pembroke Pines, Fl 33331-4627 15 1(optionalV2-0- 4,201 SRi J6-6 1- 0-0 6-2-12 11-8-0 9-8- 1- 0-0 6-2-12 55-5 8-0-0 Scale = 1:35 5 i SX6 ii 4 6. 00ri2 2x4= 3 2x H 7 5x( 3 N 2 01 3 00-E2 3A: w 3x,*= 9- 10-0 9-10-0 P- Iifii Offsets- - - ----------- - - — -- --------- ----- -- f40044, 1-1E, T— LOADIN( JpsO SPACING 2-0-0 CS1 DEFL in (Ioc) I/def! PLATES GRIP 1 TCLL 30.0 Plates Increase 1.33 TC 0 78 Vert(LL) -0.12 7 >999 M1120 249/190 TCDL TO Lumber Increase 1,33 BC 0,70 Vert(TL) -0,54 6-7 >429 BOLL 0,0 Rep Stress incr YES WB 087 Horz(TL) 0,14 6 n/a BCDL 100 Code SBC/ANS195 1st LC ILL Min I/defl = 360 1 Weight: 93 lb LUMBER BRACING TOP CHORE12 X 4 SYP No.2D TOP CHORDSheathed or 3-" oc purins, except end verticals, BOT CHCRC2 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 5-9-5 oc bracing WEBS 2 X4 SYP No.3 WEBS 1 Row at midpt 4-6 REACTION-$ Ib/size) 2=1001/0-4-0,6=910/0-4-0 Max Ho1=229(load rase 3) Max Uplitt=-472(load case 4), 6=-376(load case 4) FORCES( lb) - First Load Case Only TOP CHORD-2=1 6, 2-3=-2439, 3-4=-1 797, 4-5=0, 5-6=-291 BOT CHORC12-7=2224,6-7=1070 WEBS 3-7=-558, 4-7=1224, 4-6=-1299 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 If above ground level, using 5,0 psf top chord dead load and 5,0 psf i bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind The lumber DOL increase is 1,33, and the plate grip increase is 1,33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI1TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 2 and 376 lb uplift at joint 6. 5) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S$tandard 13 F I 0 STATE OF A RIAMING - VorVy design pamawtors and R9JW NOTES ON THIS AND REVF-R= SFDR BEFORE U1,0. "M Design voild tot use only with Mffek Connector$, This design Is based only upon parameters shown, and Is for on Indis,11duol building component to be Installed and looded vertically. Applimabilty of design parameters and Plopef Incorporation of component Is responsiblity of b0clIng designer - not truss cres" i, B(acing shown Is for IoWal support of Individual web members only. Additional temporary txcicing to Irmule siabfilly during condructicm Is the iesponsibrilty of the erector, Additional permanent briscing of l thoverallsifuchim, Is the iesponst>Wy of the b0ding designer. For gneral guidance m9oTding folet" Hon, quality control. stoiage, doilvery, enscilon and bracing, consull OST-88 Quaitty Standard, DSIa -49 Brcing Spectfication, and HIR-91 Handlina mstQKna and bracing, Recommendation available from Truss Plate linstRute, 883 D'Onotric, Dtive. Modkon, Art 537M MiTe e e Symbols PLATE LOCATION AND ORIENTATION 1 eta * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely sect, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. Numbering System BOTTOM CHORDS ii J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWIS For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOI MiTelk/Gaing-Noll Joint/Plate Placement Chart. FA RTH EST TO THE LEFT, I WEB$ 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. lCB0 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at 999 which bearings (supports) occur, MiTeke O OW T- NE3C", 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 of each joint and embed fully, Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices Of 14 panel length(+ 6" from adjacent joint,) Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 1& Care should be exercised in handling, erection and installation of trusses, 3 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1 4=-74.0, 4-6=•1603, 6.8=-74.0, 2-11=-20.0, 9,11=43.3, 8-9=-20.0 Concentrated Loads (lb) Vert: 11= 603.2 9= 602.7 I f USS l ru T ype JUNFIIuiL nuUiMF11V r't fi4J'I0'1 16472 Segovia C:ir. N. 289A A7 ROOF TRUSS Pembroke Pines, A 33331-4627 U-SF' `I`C NUWOO FC4.201..-...-SRI 1-0-o a•e-a 7-ao 11-6-0 1-0-0 3-9-4 3-2-12 4-8-0 5x8 _ 2x4 11 4 5 11609472 1 1 o tlonal) u-2 JOOT-Wletc ncTu—sfr-"ies; Inc.-T iu Ndv 6 3 750 2UiFi age 1- 164- 1 19-6-13 23-4-0 4- 8-0 3-2-12 3-9-3 Scale = 1:41.5 5x6 6 m iQ O 3x8 = 11 10 9 3x8 = 3x4 = 5x6== 3x4 =- 7- 0-0 4-6-0 4-8-0 6-11-15 LOADING ( ppst) SPACING 2-0-0 CS1 DEFL in (]cc) l/defl PLATES GRIP TCI_ L 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) 0.22 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase I'33 BC 0.95 Vert(TL) 0.29 10.11 >956 BCLL 00 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a BCDL 10 0 Code SBC/ANS195 1st LC ILL Min I/deft = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3 0 13 cc purlins. 4 6 2 X 6 SYP No.2ND POT CHORD Rigid ceiling directly applied or 4 3 14 cc bracing. BOT CHORD 2 X 4 SYP No,2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8=2193/0440, 2=2284/0-4-0 Max Horz 2=109(load case 3) Max Uplift8=-1184(load case 4), 2= 1292(load case 4) FORCES ( lb) First Load Case only TOP CHORD 1-2=17, 2 3= 4228, 3-4= 4058, 4-5= 4347, 5 6= 4347, 6 7= 4056, 7-8= 4225 BOT CHORD 2-11=3728, 10 11=3677, 9-10=3676, 8-9=3724 WEBS 3-11=.95, 4-11=815, 4-10=837, 5.10= 810, 6 10=839, 6-9=814, 7-9=-92 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf tap chord dead load and 5.0 psf bottom chard dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1184 Ib uplift at joint 8 and 1292 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries hip end with 7 0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 724.81b up at 16,4-1, and 603 Ib down and 725.OIb up at 7-0-0 on bottom chord. Design for unspecified desi ner. connections) Is delegated to the bundin; N0. 45161 STATE OF '04 ZINROMMOSM 44 WARMNG - WrM darolion ipancroctery and READ NOTES ON THIS AND RBVMRSE 8111B BEFORE USX. NM"w Design voifrd foi use only win, Mites connectofs, This dasi is txnw only upon parameters shawm and Is tot an hdimuol inulding component to t>0 11 110 Inslolled ond loaded vertir-,oly, Appilroalollify of design parameters and proper Wrootaotation of component Is tesponso-ay of buisdim; designer - not trusir designer, Bracing shown Is, tot lahincif support of VKHAW web members only. Addlitrancif temporary b;oclng to Insuio sfat>Wy duy" construction Is the iespon" y of the, erector. Addliponal prinaronent bracing of Me overall structure Is the responsitallifty ofbuildingdesigner, Pot general gukionce M1 Ho" Ing Installing and 11hoclaf; Itercommondation ovoilloble, from Tnas Mote institute, 583 D'Onofi DtNe, MWIson, W1 53719, im- K Symbols PLATE LOCATION AND ORIENTATION Center plate on ioint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 T- oIFor4x2orientation, locate *For 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT M[Tek/Gang-Nall Joint/Plaite Placement Chart. FARTHEST TO THE LEFT, I WEBS ARE NUMBERED FROM LEFT TO RIGHT, AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties- 2. Cut members to bear tightly against each other, 3, Place plates on each face of truss at each joint and embed fully, Avoid knots and wane 0 at joint locations. T 0 a 4, Unless otherwise noted, locate chard splices 0 at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. 1CB0 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 Of YOR0,41IR 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. 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 stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. I runs i i russ ype I tJUNAIDIE BUDIMAN PE #45161 1 Q'y JUL) DR2289A 1- 0-0 I A9 ROOF TRUSS 11111 Segovia Cir N. Pembroke Pines, F1 33331-462 7 9GVVGOT)-, - FU----- —1 — - -- ---- ----- 4 20 4:20 1-- 4, 9-4 14- 4-1 4- 2-12 5-4-1 4-2-12 06 4x8 4 5 4- 9-3 11609473 Seale = 1:413 3x4 9 8 3x4 3x8 5x6 9- 0-0 5-4-1 8-11-15 LOADING ( psf) SPACING 2-0-0 CS1 DEFL in (ioc) /deft PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.44 Vert(LL) 0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0,49 Vert(TQ 0.19 7-8 >999 BCLL 0,0 Rep Stress Incr YES WEI 0,15 Horz(TL) 0,05 7 n/a BCDT 10 0 Code SBC/ANS195 1-5t LC ILL Min I/defl = 360 Weight: Ill lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4,8 12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 2 X 4 SYP No-3 REACTIONS ( lb/size) 7=1081/0-4-0,2=1172/040 Max Herz 2=127(load case 3) Max Ujpijft7=-440(Ioac1 case 4), 2=-548(load case 4) FORCES ( lb) First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3 4= 1439, 4-5=1295, 5,6= 1439, 6 7=,1772 BOT CHORD 2.9=1568, 8 9=1295, 7.8=1567 WEBS 3-9=-317, 4-9=286, 5-9=0, 5-8=285, 6-8=-316 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 793 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 7 and 548 lb uplift at joint 2, 5) This truss has been designed with ANSI/TPI 1-1995 criteria, LOAD CASES) Standard 111120=1 T 11190611 Willa, Symbols PLATLOCATION 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 cc 0 For 24x 2 orientation, locate plates 1/8" from outside edge of 0 trussandverticalweb. This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT< WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE 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. lCB0 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at INwhichbearings (supports) occur. r 0 U11 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 oil other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane 0 at joint locations, TU a, 4, unless otherwise noted, locate chord splices I 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % of time of fabrication, MiTek" FORM018, 019 I, 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to comber for dead load deflection. 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 purfins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stocks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, JUNAIDIE BUDIMAN PE #45161 j " I , 6472 Segovia Cir. N. 11609474 DR2289A AGAB ROOFTRUSS 1 1 Pernbroke Pines, FI 33331-4627 o tional CCO SFFAIN. LZ3I IOWOOD:FL 20I--SR1 s 22 O iJf,,& Liidustrles.lne -fFiu N-ov D3-I 5 45 Di51-Pa dT- N M 1-0-0 5-2-4 4-7-12 4-7-12 4x6 = 4 5-2-4 3x4 = 8 3x4 = 5x8 = 9-10-0 19-8-0 9-10-0 9-10-0 4'DQ 0:Q01,_125 0-0_0,0-0-- 0-0.0 .------- _ _ LOADING (910.0sf) SPACING 2-0-0 TCLL 30 0 Plates Increase 1.33 TCDL 7.0 Lumber Increase 1.33 BCLL 0.0 ( Rep Stress Incr NO BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.21D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 CSI DEFL in (Ioc I/defl PLATES TC 0,35 ! Vert(LL) 0,05 999 M1120 BC 0,59 Vert(TL) 0.22 6 8 >999 WB 0.19 Horz(TL) 0,03 6 n/a 1st LC LL Min I/deft = 360 Weight: 111 lb REACTIONS (Ib/size) 2=1000/0-4 0, 6=1000/0-4 0 Max Harz 2=95(load case 3) Max Uplift2=-478(load case 4), 6=-478(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2.3=-1360, 3-4=-991, 45=-991, 5 6--1360, 6-7=17 BOT CHORD 2 8=1204, 6 8=1204 WEBS 3-8= 360. 4-8=531. 5 8= 360 BRACING TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9.0 2 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions_ 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33. and the plate grip increase is 1,33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face}, see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated, 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 Ib uplift at joint 2 and 478 It uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1.1995 criteria. WMMNG - Veryk design pamawters and READ NOTES ON rNIS AND REMR50 MDR REFORM USE. 1-0-0 Scale = 1:37.3 GRIP 249/190 November 1,200 Symbols PLATE LOCATION AND ORIENTATION iota Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, to cc 0 For 4x 2 orientation, locate plates 1/8" from outside edge of 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOT-TOM CHORDS ii J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gaing-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT, I WEB$ 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 4000 continuous lateral bracing, JCBO 1591, 1329, 4922 SBCCl 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, M I! MiTeka FORM018,019 L (21 #fy0J?0,41p 12) 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 of each Cr joint and embed fully, Avoid knots and wane 0 at joint locations, T- U Q 4, Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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, 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 beffer than the grade specified, 10, Top chords must be sheathed or purfins 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 of alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, goo 1 russ i cuss type JUNAIDIE BUDIMAN PE #4516 E 3 N. DR2289A i B ROOF TRUSS 1 PembernbSegovia Cir. A5 Segovia Pines, 3331-4627 11609475 1- 0-0 6-10-8 6-7-0 6-10-6 5x8 '= 3x4= 6 W/WEDGE 4x6 11 3x4 LOADING( sf) I SPACING 2-0-0 TCLL 30.0 Plates Increase 1.33 TCDL 7.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No-21D WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-7-15 6- 10-8 6-7-0 6-10-8 Scale: 3/16"=1' CSI DEFL in (loc) I/dell PLATES GRIP TC 0-64 Vert(LL) 0.09 9 >999 M1120 249/190 BC 0.51 Vert(TL) 0-20 8-9 >999 WB 0.92 Horz(TL) 0.03 6 n/a 1st LC ILL Min I/deft = 360 Weight: 112 lb BRACING TOP CHORD Sheathed or 35-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 1 Row at midpt 68 REACTIONS ( lb/size) 6=945/0 3-8, 2=1030/0 8-0 Max Herz 2=626(load case 3) Max Uplift6=-543(load case 3), 2= 326(load case 3) FORCES ( lb) - First Load Case Onlyy TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=1268, 5-6=-1268, 6-7=67 BOT CHORD 2 9 =2095, 8 9=2092, 7 8=0 WEBS 4.9=135, 4 8=898, 5-8=-490, 6-8=1648 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1,33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 Ib uplift at joint 6 and 326 lb uplift at joint 2, 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard AdditionalDesign valld for use only with MITek connectors, Me design Is bosed only upon parameters shown, and K lot on IndIskivol building component to be installed ond tooded veiticcrltyApplicability of cleOgn parameters and proper WwAxpoiation of component is responsibility of buOdkvg designot - not truss designer, Ofocing, shown is for icifetol support of Incitvidural web members onfV. Acid0orwal temporary linfocing to Insure stablilly durhg construction Is the responsibility of the etoctof. permanent bilocing of the ovetoll situclairs Is the nerponsbilifly of the twilding deOgnw, For general guidance lei 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. M*For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS WEBS J5 cc 0 cc a. 2: 0 Q 0 C8 C7 u BOTTOM CHORDS it J8 J7 J6 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE For tabulaf plating format refer to tho AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chatt. FARTHEST TO THE LEFT. I WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING location of joints at which bearings (supports) occur, NIndicates F- wir MMAID-AW 0 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., Z Cut members to bear tightly against each other, 3; Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to comber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purfins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stocks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job I cuss I runs I ype JUNAIDIE BUDIMAN PE #45161 Qty wiy i r1Urt I UN 16412 Segovia Clr. N. 11609476 DR2289A B1 ROOF TRUSS Pembroke Pines, F133331-4627 16 1 optional) LOADING( sf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 5-7-13 4.6 1l SPACING 2 0 0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP Nc.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 11-12 5-4-5 5.7-13 5x6 3x4= 6 W/WEDGE s-7-1 3 5-4-5 5-7-13 Scale = 1:50.6 CS) DEFL in (loc) I/defl PLATES GRIP TC 036 Vert(LL) -0.06 9 >999 M1120 249/190 BC 038 Vert(TL) O 12 8 9 >999 WB 0,85 Horz(TL) 0.02 6 n/a 1st LC ILL Min I/deft = 360 Weight 92 lb GRACING TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. ROT CHORD Rigid ceiling directly applied or 6 5-13 oc bracing. REACTIONS (lb/size) 6=773/0 18, 2=857/0 8 0 Max Horz 2=519(load case 3) Max Uplift6=-446(load case 3). 2=-283(load case 3) FORCES (lb) - First Load Case On) TOP CHORD 1-2=7, 2,3=.1841, T4=.1841, 4-5=-1014, 5-6= 1014, 6-7=55 BOT CHORD 2-9=1644, 8 9=1641, 7-8=0 WEBS 4-9=110, 4 8=687, 5-8=399, 6-8=1327 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 6 and 283 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria.. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard ZMEOMMIMIKIff WARMNG - VerM designto d READ NOTES ON THIS AND REVERSED REFORZ U , o Design valid foi use only with I'vi Connectors, Thli design Is based only upon parameters shown, and is for an Individual buliding component to be Installed and looded vertically. AppdioabROy of design parameters and proper incorporation of component is responsibility of bulkiing 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 permonent br'acing of the overall structure Is the responsibility of the building designer, For general guidance regarding tabrdootbon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS11-84 fieocing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, $83 fD'Onofrlo 6rlve, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, a: ar M*For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. 9. M' Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEB$ ARE NUMBERED FROM LEFT TO RIGHT, 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- Z Cut members to bear tightly against each other, 3, Place plates on each face of truss at each joint and embed fully, Avoid knots and wane 0 1 at joint locations, 0 a, 4, Unless otherwise noted, locate chord splices 0 of 14 panel Jength( 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication, 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. lCB0 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" T- FOR 36,039 0 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 stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. Job i russ I russ i ype JUNAIDIE BUDIMAN PE #45161 DR2289A 16472 Segovia Cir N, BB ROOFTRUSS Pembroke Pines, '133331-4627 ACCU-SPAN, LONGWOOD-711 0.0 1-0-0 7-6-0 4x(3 = iona 7-1-0 nc, 4X6 11 3x6 11 11609477 Scale = 1:28,3 7-6-0 l4 l o---- - - " , "-" - - - - - 'I 7-6-0 7-1-0 PIate 0ff§6fsr.[2-0-4U 2-ITT&G2 4-0-2:131x'y) LOAI?ING ( st) SPACING 2-0.0 CS DEFL in (loc) I/delf PLATES GRIP TCLL 910,0 Plates Increase 1.33 TC 0.77 Vert(LL) 0,09 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC O36 Vert(TL) 0.10 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 6 n1a Code - SBC/ANS195 BCDL10.0 I 1LI---- 1st LC LL Min I/defl 360 Weight: 63 lb I- LUMBER I- --- - I - I--- — 11111111 1-- 111111 BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins, BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No,3 SLIDER Left 2 X 4 SYP No,3 4-0-2, Right 2 X 4 SYP No,3 3-7-2 REACTIONS ( lb/size) 6=679/0-3-0,2=763/08-0 Max Herz 2=93(load case 3) Max Uplift6= 276(load case 4). 2=376(load case 4) FORCES ( 11b) First Load Case Onlyy TOP CHORD 1 2=7, 2 3= 1256, -4=-1256, 4 5=-1267, 5 6= 1267 BOT CHORD 2-7=1125,67=1125 WEBS 4 7=690 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline. on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33, and the plate grip increase is 1,33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 6 and 376 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria, LOAD CASE(S) Standard k F N0, 45161 et e STATEOFAN LlkL Lzz- AWARMNO - Var(fy design paranwaters andON THIS AND REVERSE SfDX BEFORE US& 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 toodect vertically. AppflcobMy of detsign poiameleis and proper Incorpoyollon of component Is fesponsk4lity of building designer - not truss desIgnet. Biacing shown * lot lateral support of individual web members only, Acid"lonol temporary bracing to Insure Stability during construction Is the tesponsbilly of the elector. Additional permanent bitticing of the overall structure K the responsibility of the buIldN designer. For general guidance regarding IoWlcotllon, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HID-91 Handling Installing and Bracing Recommendation available from Truss ftte Institute, 50 D'Onottio, Dtive, 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 Z 0 For 4 x 2 orientation, locateMplates1/8" from outside edge of 0 truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the Mffek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it 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 10 continuous lateral bracing. 1CBO 1591, 1329, 4922 SBCCl 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O FORM018,019 I, 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 0 x joint and embed fully. Avoid knots and wane 0 of joint locations, 2: 0 a. 4, unless otherwise noted, locate chord splices I 0 at 14 panel length(' 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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. 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. wu i u>a i i — i ypu JUNAIDIE BUDIMAN PE #45161 DR2289A BBGAB r ROOF TRUSS 16412 Segovia Cir_ N. 1PembrokePines. FI 33331-4627 11609478 1-0-0 7-6-0 4x6 7-1-0 4x6 36 I' Scale = 1:26-3 7-6-0 7-1-0 Flate Otfsel- 0 — LOADING (lapst) BRACING 2 0 0 GSI DEFL in (ioc) I/dell PLATES GRIP TCLIL 30.0 Plates Increase 1,33 TC 0,88 Vert(LL) 0,09 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) 0.10 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0,05 6 n/a BCQL 10.0 Code SBC/ANS195 lst LC LL Min I/defl = 360 Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 5 2 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7 2 REACTIONS (lb/size) 6=679/0 3 0, 2=763/0-8 0 Max Herz 2=93(load case 3) Max Uplift6=-276(load case 4). 2= 376(load case 4) FORCES (Ib) - First Load Case Oniyy TOP CHORD 1-2=7, 2 3--1256, 3-4=-1256, 4-5= 1267, 5 6=-1267 BOT CHORD 2 7=1125, 6 7=1125 WEBS 4 7=690 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 last top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1,33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2 0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 Ib uplift at joint 6 and 376 Ib uplift at joint 2. 7) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard ri 1 fix - VerVy designto d NOTES ON THIS AND Rli SIDE BEFORM US8, Design valid for use only with Walk qonneclont. This design Is basedonly upon parameters shown, and Is for on Incilv6dual building component to be installed and roaded vertically. ApplloabBity of design parameters and proper kloorporotlon of component Is responsibility of building designer - not truss designer. Bracing shown a tot lateral support of heltviduat web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brloclng of the overall structure Is the responsibility of the building designer. For gerarai guidance regarding labticallon, guo0ty control, storage, delivery, erection and bracing, consult QST48 Quality Standard, DSB-64 Bracing SpeoMloation, and HII-91 Handling Installs and B t R*commorsdotlion ovakoble from Truss Plate krsfltute. D'onofrlo Drive, Modhon, Wt 53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply91s plates to both sides of truss and securely seat, For 4 x 2 orientation, locateFor 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates, Numbering System BOTTOM CHORDS J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mffek/Gang-Nall Joint/Plicte Placement Chart. FARTHEST TO THE LEFTIWEB$ 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. 1CB0 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at gig which bearings (supports) occur, Mi! MiTeke O PANES FORM018,019 HYDR0,41P 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. 1 Place plates on each face of truss of each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices I of 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 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. J- "" ' - 'ypJUNAIDIE BUDIMAN PE #45161 DR2289A BGABI MONO TRUSS 16472 Segovia Cir, N. 1 PembrokePines, FI 33331-4627 11609479 1- 0-0 I"-0 2x4 11 11 1 in Scale = 1 53.2 3x4 = 19 19 17 16 15 14 13 12 2x4 11 2x4 11 2x4 j 2x4 11 2x4 11 2x4 5x6 = 2x4 11 16- 8-0 16- 8-0 Plate offsefS 3 0 3-M OI T CS11 LOADING (psf) SPACING 2.00 DEFL in (loc) I/defl PLATES GRIP TCLL 30 0 Plates Increase 1.33 I TC 0110 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr NO ( WB 0.15 Horz(TL) 0 00 12 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) J 1st LC ILL Min I/defl = 360 Weight; Ill lb LUMBER L......__._.__.__ BRACING TOP CHORD 2 X 4 SYP No_2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. ROT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0.0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS I Row at micipt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=204/16-8-0, 13=185/16 8 0, 12=89/16-8-0, 14=190/16-&O, 15=188/16,8,0, 16=187/16-8-0, 17=190/16-8-0, 18=178/16 8-0, 19= 228/16 8-0 Max Harz 2=535(load case 4) Max Uplift 13= 98(load case 3), 12=,74(load case 4), 14=-108(load case 3), 15= 105(load case 4), 16=-106(load case 3), 17=-105(load case 4), 18= 107(load case 4). 19= 146(ioad case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1 2=21 2-3=38, 3-4=-38, 4-5=33, 5 6=32, 6-7=32, 7,8=32, 8-9=32, 9-10=24, 10-11=-9, 10-12=75 BOT CHORD 2-19=8, I8-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13 14=1, 12-13=1 WEBS 9,13=-146, 8 14= 150, 7-15=-148, (5-16=-148, 5-17=-149, 4 18=-143, 3-19=-174 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceaniine, on an occupancy category I, condition I enclosed building, of dinnensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1,33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 13, 74 Ib uplift at joint 12, 108 lb uplift at joint 14, 105 lb uplift at joint 15, 106 Ib uplift at joint 16, 105 lb uplift at joint 17, 107 lb uplift at joint 18 and 146 lb uplift at joint 19, p'k B 6) This truss has been designed with ANSI/TPI 1 1995 criteria. ' ....... i... 1L 4T'fi LOAD CASE(S) Standard No, 45161 d 4 s STATE OF ,v designer. 4& WARMNO, Vort& design parwourters a" P"D NOTES ON THIS A" =VZP= WDE BEFORE USX. Design vollel for use only with MIT*k connecrom this design Is based only upon patomelets shown, and tS lot on IndivIclual banding component to be Instofied and toddled vertically. Applicability of design lacrometen; and proper incorporation of component is responsiblitly of buticting; designer - not truss designeF. Biochg shown Is for larval support of Individual web members only, Additional temporary otocing to insure stability during construction Is the Tesponsibillty of the otector Additional permanent bNoing of the ovorcill shucruie Is the responsibility of the building Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate UFor 1/8" from outside edge of a 0trussandverticalweb, This symbol indicates the required direction of slots in connector plates. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing IIWWW 1= Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS 18 J7 J6 J0114TS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT, SEES ARE NUMBERED FROM LEFT TO RIGHT, BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 lCB0 1591, 1329, 4922 SBCCl 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek" ffMJV0-AJ-R0 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 ir joint and embed fully. Avoid knots and wane 0 at joint locations. X: 0 CL 4, Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to comber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, TM erection and installation of trusses. PANELCLIJP 1993 Mitek Holdings, Inc JQD I uss I russ I ype JUNAIDIE RIJpIMAN PL #t45161 DR2289A E ROOF TRUSS 16472 Segovia Cir N. 12 Pembroke Pines, FI 33331-4627 CGCTTSP-,CN C NGGP0O6 FC OT TAT s ub 4 e-Q 1-0-0 4-6-0 4x6 = 0 2x4 „ 4-s-0 1-a-0 4-8-0 8-0-0 1-4-0 3-4-0 3-4-0 env LOADING( psf) SPACING 2-0-0 CSI DEFL in ioc) I/dell TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0,05 4 >337 TCDL 7.0 Lumber Increase 1,33 BC 0.42 Vert(TL) 0.06 2 >298 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0,00 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) lst LC ILL Min !/defl = 360 LUMBER TOP CHORD 2 X 4 SYP No.21D BOT CHORD 2 X 4 SYP No,2D WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) 8=517/0 1-8, 6=517/0-1 8 Max Harz 8=-50(load case 2) Max Uplift8=-514(load case 4), 6=-514(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=33, 2 3=-171, 3-4=-171, 4-5=33 POT CHORD 2 8=69, 7-8=69, 6.7=69, 4-6=69 WEBS 3-7= 206 es, inc. 11609480 1-0-0 Scale = 1:19.3 PLATES GRIP M1120 249/190 Weight: 36 Ib BRACING TOP CHORD Sheathed or 6 0 0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 0,0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1. condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. if cantilevers exist, they are exposed to wind. If porches exist. the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1-33 3) Provide mechanical connection (by others) of truss to bearing plate at joints) 8, 6, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 514 lb uplift at joint 8 and 514 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAF} CASE(S) Standard WARNTIVO - V#rW dessign paransaters an4 READ NOTES ON THIS AND FEVERM MDR HAKFORE USE. MONO@ Design valid tray use only with Mliek connectors, Thy ciesign Is based only upon parometers shown, and R for an Individual buffing component to be Installed and loaded verlloolly. Applicability of design porameteis and proper Incorporation of component Is responsibility of buliding designer • not truss designer. Biocing shown is ter lateral support of Individual web members only. AddRtonol temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permonent brecIng of the overall structure Is the responsibility of the building designer. For general guidance regorging fabrication, quality control, storage, delivery, etectlon and bracing, consuft OST-86 Quality Standard, DSO.89 {ractrig Specification, and Hil Hondil" InstatlInq and Sracing Rocomm aiionavolloble from Truss Plate Institute. 683 D'Onohlo prtve, Madison, Wf 53719. Symbols Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 1 M*For 4 x 2 orientation, locate plates I /a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System BOT-rOM CHORDS ii J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT M[Tek/Gang-Nall.lollnt/Ptate Placement Chart. FARTHEST TO THE LEFT. I 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. 1CB0 1591, 1329, 4922 SBCCl 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko PANEL3CLIP FORM018,019 HYDJ70,41P 0 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 oil other interested porties- 2, Cut members to bear tightly against each other. 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 I 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 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/of load tronsf, erring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. Jot I runs i russ type Yiy rIy HU!'K I JINJUNAIQIEBUDIMANPE #45161 I160948116472SegoviaCir. N. DR2289A EGAB ROOFTRUSS 1 1PembrokePines, FI 33331-4627 ( optional ClT6P CT7; L70; FL 4 2iiT—Si 1 s Kug 22 2 OT Pfiie n c usEnes Inc. 1Fu av 50 4 3i71 F'ag 9-4- 10.4 0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19.3 4x6 2x4 .- 2x4 it 2x4 4-8-0 4.8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES TCLL 30.0 Plates Increase 1,33 TC 0,26 Vert(LL) 0.01 2-6 >999 M1120 TCDL 7,0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0,01 2 6 >999 1 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10 0 j Code SBC/ANS195 1 Ist LC ILL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=511/0-8-0,4=511/0-&O Max Herz 2=-50(load case 2) Max Uplift2=-513(load case 4), 4=513(load case 4) FORCES (lb) - First Load Case OnlyyL=-424, TOP CHORD I-2=17, 2-3=-424, 4-5=17 BOT CHORD 2 6=372, 4-6 =372 WEBS 3-6=87 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 lost bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1,33, and the plate grip increase is 1,33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MITek Standard Gable End Detail' 4) Gable studs spaced at 2 0-0 oc_ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 2 and 513 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard SW` O - item dealyn parumetersd R&4V NOTXS ON TKIS AND REVEPURE « .VE BMPORE Resign valid lot use only with MlTek cone lots. This design Is barred only upon parameters gown, and Is tot on Indhrlduol building component to be Installed and kooded verticaky. Appitzablfly of design parameters and propel k000tporation of Component Is iesponsitagity of bulldklg designer - not truss designer, biocing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during consbootkon Is the responsibrgre ryoftheector. Additional permanent br'acing of the overall structure Is the r ponsibll"y of the building designer, For general guidance regarding folartcatlon, quality control, storage, deRvery, efeellon and bracing, consult QST•db Quality Standard. OSI.89 gracing Specliflicallon, and HII.91 Handling installing a $racing Recommendation avollable from Truai Plate Instltute. 583 D'Onoirto Drive, Madison, 4! i 53719. GRIP 249/ 190 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 For 4 x 2 orientation, locateFor 1/8" from outside edge of 0trussandverticalweb, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J8 J7 J6 J0114TS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT M[Tek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. I WEB$ 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. lCB0 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" Mom AGeneral Safety Notes Failure to Follow Could use 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, 3Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. Ta. 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 comber for dead load deflection. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. @ 1993 Mitek Holdings, Inc. I russ I cuss I ype JUNAIDIE BUDIMAN PE #45161 J ROOF TRUSS 16472 Segovia Cr. N_ 6 Pembroke Pines, FI 33331-4627 11609490 2x4 __ LOADING (psf) SPACING 2-0 0 TOLL 30.0 Plates Increase 1.33 TCDL 7.0 Lumber increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D 7-0-0 CSI DEFIL in (loc) i/defl PLATES TC 0.60 Vert(LL) n/a n/a M1120 BC 017 Vert(TL) 0.20 12 74 WB 0.00 Horz(TL) 0.00 3 n/a Matrix) 1st LC LL Min I/defl = 360 1 Weight: 24 lb REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Herz 2=253(load case 4)) Max Uplift3=-20-1 , case 2), 2=-196(load case 4) FORCES (1b) - First Load Case only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2 4=0 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead Toad, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind_ If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 3 and 196 Ito uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Scale = 1:21.1 GRIP 249/190 wmlmzi@• `'y AWAJRMNG- VerVy designpummetersC}N r N, i s Design valid for use only with Welk connectors, this design Is baitedonly upon poiameters shown, and Is tot an Individual building component to be installed and tooded van9aciBy, Applicabflity of design parameters and proper Irncoipoiatlon of component Ismsponsiblifty at buRding deslgr ei - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuoflon Is the responsibllify of the erecter. AdclMnol permanent bi'wing of the overall structure Is the responsibility of the bulMing designer. For general guidance regarding iabrtoollon, qualify control, stoicigie, delivery, evectlon and biactng, consuft QST48 Qualify St tarsi, DSB®89 Bracing Spoeftation, and NIB-91 Handling fratolftim anol Illumino Brocommondatlonovogable from buss Note institute, 563 D'Onohlo (pilve, Madison„ Wl63719. MiTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions ore in inches. Apply plates to both sides of truss and securely seat. Mplote rr Cc 0 For 4 x 2 orientation, locate 1 s 1/8'from outside edge of truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J8 J7 J6 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE For tabular ptating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT Mffek/Gang-Nafl Joint/Plate Placement Chart. FARTHEST TO THE LEFT. I WEB$ ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I , Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3, Place plates on eoch face of truss at each 0 X joint and embed fully. Avoid knots and wane 0 at joint locations, T 0 Q4, unless otherwise noted, locate chord splices I 0 at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % all time of fabrication, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots, Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. lC80 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 T- FORM018, 019 Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements, 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stocks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, @ 1993 Mitek Holdings, Inc. I russ I Fuss i We JUNAIDIE QUDIMAN PE #45161 K ROOF TRUSS 16472 Segovia Cir. N. 3PembrokePines, FI 33331-4627 11609491 LOADING (psf) SPACING 2 0 0 TCLL 30.0 Plates Increase 1.33 TCDL 7.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2D ROT CHORD 2 X 4 SYP No.2D 2x4 = 5-0.0 5 o-a LtEFL in (Ioe) I/defl PLATES TC 0.32 Vert(LL) n/a n/a M1120 BC 0.10 Vert{TL) 0 06 1 2 ?264 WB 0.00 Horz(TL) 0.00 3 n/a Matrix) 1st LC LL Min I/defl = 360 Weight: 18 lb REACTIONS (lb/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Harz 2=194(load case 4) Max Uplift 3=-140(load case 2), 2= 177(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 ROT CHORD 2 4=0 BRACING TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33, and the plate grip increase is 1,33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 3 and 177 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Scale = 1:16, 3 GRIP 249/190 1Ir AWARMNG - VerVy design paruawtors and RtAD Norzs ON THIS AND REVERW SIDE BEFORE USZMM Design var4 for use only wRh Mffok Connectoni, This design W 11,ctsed only upon poicimetem shown, and is tof on Individual building component to be MM Instolled and loaded vertically. Applicability of design poromoleis and ptopet Incoiporallon of comporant Is Pesponsiplility of buidling clasilignst - not huss desIgnet. Biasing shown Is fo faleacil support of individual web members only, Additional tompowary tfacling to insure stability cluilng constfuc0on Is the fosponslt, lllly of the efectoi. Additional permanent bilacing of the ovotall Mucluie Is the nssponsbVirty of the building clesil Fot geneial guidance Mi p.: w 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, M*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, PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots, Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing, REARING Indicates location of joints at which bearings (supports) occur. Numbering System BOT-TOM CHORDS ii J8 J7 J6 FARTHEST TO THE LEFT, WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17,08 ICBO 1591, 1329, 4922 SBCC1 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek" MEN" TM PANEL 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_ Z 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 of joint locations, 4. Unless otherwise noted, locate chord splices aIt /Apanellength(' 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 stocks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 289A 1 russ i russ 1 ype JUNAIDIE BUDIMAN PE #45161 KA ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI33331-4627 iona 11609492 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 2x4 -= SPACING 2 0 0 CSI Plates Increase 1.33 TC 0,32 Lumber Increase 1.33 BC 0.09 Rep Stress Incr YES WB 0,00 Code SBC/ANS195 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS(lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1=146(load case 2) Max Upliftl=-53(load case 2), 2=L154(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 2=66 BOT CHORD 1 3=0 DEFL in (loc) I/defl PLATES Vert(LL) n/a n/a M1120 Vert(TL) 0,03 1-3 >999 Horz(TL) Q 00 2 n/a 1st LC LL Min I/defl = 360 Weight: 16 lb BRACING TOP CHORD Sheathed or 5-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1,33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint 1 and 154 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard designAWARMNG - Verify design pammeters and R&W NOTES ON THIS AND )MVERSE SIDE BEFOR9 USA. Is based onty upon patori shown. and is tot on Wvdlvlduol building component to t>e Installed and loaded vsat-,ofty, Applicability at detilgin potametets one[ piopei Inoorpofolion of eomporasnt Is iespons#>Wtv of building designet - not tiuss designei. itnscing shown * tot lolefol support of Individual web membets ontV, Additional forri bioctrig to Insvio stotAffly during conshvc0on Is the fegoiding lobfication, quality control, stotage, degi enactlon and bracing, consult 4 is gracing •:, s . . Scale: 3/4°=1' GRIP 249/190 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 a: 0 For 4 x 2 orientation, locate 2: Q plates 1/8" from outside edge of 0- truss and vertical web, 01 This symbol indicates the required direction of slots in connector plate& Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS 11 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Pla oement Chart. FA RTH EST TO THE LEFT. I WERS ARE NUMBERED FROM LEFT TO RIOHT 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 gug which bearings (supports) occur, MiTeko roRM018,01,? AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,, 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane 0 at joint locations. 4, Unless otherwise noted, locate chard splices I 0 at 14 panel length(' 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to comber for dead load deflection, 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 1. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Core should be exercised in handling, erection and installation of trusses. J00 russ I russ I ype JUNAIDIE BUDIMAN PE #45161 DR2289A L ROOFTRUSS 16472 Segovia Cir IN 3 PembrokePines, FI 33331-4627 11609493 rles, Inc. I nu 2x4 — LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES TCLL 30,0 Plates Increase 1.33 TC 0,12 Vert(LL) n/a n/a M1120 TCDL 7.0 Lumber Increase 1.33 BC 0-03 j 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 58C/ANS195I Matrix) Ist LC LL Min I/deft =360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D POT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. REACTIONS( lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Herz 2=136(load case 4) Max Uplift3=-68(load case 2), 2=-165(lcad case 4) FORCES ( ib) - First Load Case Only TOP CHORD 1-2=34, 23=30 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 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 68 lb uplift at joint 3 and 165 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Scale = 1:10.6 GRIP 249/ 190 m r Design volid for use ori with Mffek connectots. This design Is based onty, upon parameters shown. and Is lot on Individual building component to be 1110 Instotted and loaded verflocifly. Applicability of design parameters and ipfopet Incotpoforlon of component Is responsibility of bullding designer - not hus' esponsbfflry of the erector. Additional permanent bilocing of the nu net. BiocIng shown k lot loifisial support of IncitVidual web mombers only. Additional temporary b4ocli to li stability during construction Is the s . o 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 Cr 0 For 4 x 2 orientation, locate T UMplates1/8" from outside edge of a truss and vertical web, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ii J8 J7 J6 A66General 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 0 rr joint and embed fully, Avoid knots and wane 0 at joint locations, 4, Unless otherwise noted, locate chord splices 0 at'/4 panel length(' 6" from ocljocent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and Mil'Tak/Gang-Nalf Joint/Plate Placement Chart, FARTHEST TO THE LEFT, is the responsibility of truss fabricator, General WEB$ ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. lCB0 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190 12, Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stocks of construction materials, Mi 14 Do not cut or alter truss member of plate without prior approval of a professional MiTek engineer. 15, Care should be exercised in handling, Thl PANEL erection and installation of trusses. @ 1993 Mitek Holdings, Inc CLIPIHYDR0, 41P JOD 1 1 russ russ Type JUNAIDIE FEUD€MAN PE #45161 16472 Segovia Cir, N. DR2289A 1 LA ROOF RUSS Pembroke Pines, FI 33331-4627 1 11609494 2x4_- 30 0 __----- -___. -__- ----- i a- o-o LOADING ( psf) SPACING 2.00 i CSI DEFL In (loc) I/defl PLATES TCLL 30.0 Plates Increase 1,33 TC 0.11 Vert(LL) n/a - n/a M1120 TCDL 7.0 Lumber Increase 1.33 PC 0,03 Vert(TL) 0,00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0 00 Horz(TL) 0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/defl = 360 Weight: 10 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 3-0-0 oc purlins. F30T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 1=130/0-4-0. 2=103/Mechanical, 3=28/Mechanical Max Herz 1=88(load case 2) Max Uplift I=-29(load case 2), 2--91(load case 2) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1 3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed buildin&, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 91 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard A WARNING - Vert& design parnmetery and READ NQrXS ON THOAA9D REMMM SIDE BEFORE US& Design vo4d for use onty with MITek connectom This design Is bosed ontV upon potometors shown, and Is lot on lindtviahrol building component to be Instolled end looded Votficolly. Applicability of design poromelefs ond proper Incotpotolion of component Is responsiollity of bvildIng designer - not truss designev RtochQ shown Is lot lolefol suppod of Individuot web members onty, Addttloncif temporary btocIng to Insuie stability during constructIon Is the iesponsibilfty of the erector, Additional peononont bracing of the overall structure b the firsponsibittly of the building regouiling lobric-otion, quoilly conitol, staloge, delivery, election and bracing, consuft OST-48 Quality StaSpoeffication. and ndard, ; -9Scale = 1: 107 GRIP 249/ 190 MENNIffm Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locateFor 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. Numbering System BOTTOM CHORDS J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISM for tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOI Mffek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. I WEB$ 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, M MiTeko fl WT- pANE' C"'3 FORM016,019 HYM70-AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2, Cut members to bear tightly against each other, 3, Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices I at 14 panel length(' 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 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. 11 Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, I 16472 Segovia Gir. N. 11609495 DR2289A M ' ROOF TRUSS Pembroke Pines, FI 33331-4627 13 1 IX_._ optional CLJ P N. LONG`WOOD. — T 1 R s u- our e- Lncusfries: Thc: Thu Nav QTT2 a0 OI PaaeT 2x4 1-o-a 1-0.0 1 - _ _ T _...._- LOADING (psf) SPACING 2 0 0 CSIi EFL in (loc) I/dell PLATES TCLL 30 0 Plates Increase L 33 TC 0-10 I Vert(LL) n/a n/a M1120 TCDL 7.0 Lumber Increase 1.33 BC 0,00 1 Vert(TL) 0-01 1 >999 BCLL 0.0 Rep Stress Incr YES WS 000 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBClANS195 Matrix) 1st LC LL MMn/deft - 360 i Weight 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. REACTIONS(lb/size) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Herz 2=79(load case 4) Max UpIift3=.11(load case 1), 2=-174(load case 4) Max Grav 3=47(load case 3), 2=173(load rase 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1 2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 lost top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Design vo#d " vw a" with Mffek connectots. Tht design Is loosed onfV upon pajamohns shown, and 6 fcx an indlWhial b-ilding component to be installed and kxxled vedkx*V. Applicability of dolIgn pmometeis and piopef Inmpoeation of component If tesponskWy of building designef - not huss desligneiOto<;Jng shown 1% Rx falietal rippod of Individual web membets only, Additional tempoToor t fespon" y of the evectot. Additional o- 9 Scale = I:6.1 GRIP 249/ 190 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 a: 0 For44)x 2 orientation, locate plates 1/8" from outside edge of 0- 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT Mffek/Gang-Nall Joint/Plate Placement Chart. FARTH EST TO TH E LEFTIWEBSARENUMBERED 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, lCB0 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 Mom j&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 oil other interested parties., Z Cut members to bear tightly against each other, 3. Place plates on each face of truss at each 0 cc joint and embed fully. Avoid knots and wane 0 at joint locations. x 0 Q 4, Unless otherwise noted, locate chord splices I 0 at 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 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 stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, Job I russ i I russ I ype DR2289A iMA. IROOFTRUSS JUNAIDIE BUDIMAN PE IM5161 16472 Segovia Cir. N Pembroke Pines, Fl 33331-4627- RS17s Lul 2A LOADING ( psf) I SPACING 20-0 CS1 TCLL 300 Plates Increase 1.33 TC 0.01 TCDL 7 O Lumber Increase 1.33 3C 0.00 3CLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code SBC/ANS195 I Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS ( lb/size) 1=45/0-4 0, 2=35/Mechanical, 3=10/Mechanical Max Herz 1=31(load case 2) Max Up I ift 1=.10(load case 2), 2= 32(load case 2) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1 3=0 nc uS ODEFL in (loc) I/defl PLATES Vert( LL) n/a n/a M1120 Vert( TQ -0.00 1 >999 Horz( TL) -0,00 2 n/a 1st LC LL Min I/detl = 360 Weight: 3 lb BRACING TOP CHORD Sheathed or 1.0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1. condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 It end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is .1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 32 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard 11609496 Scale = 1 6.1 GRIP 249/ 190 1 N0,45161 Ir P5TAT OF 13 k•. '. 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. T 0 For 4 x 2 orientation, locateMplates1/8" from outside edge of a - truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITok/Gang-Nall Joint/Ptate Placement Chart. FARTHEST TO THE LEFT. I WEB$ ARE NU M BERED 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. 1CB0 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at 999 which bearings (supports) occur, MiTeko Mommamm AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties- 2, Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane 0 at joint locations. 4, Unless otherwise noted, locate chord splices 0 31414 panel length(' 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. I 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 oil 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, Jot I runs I russ I ype JUNAIDIE BUDIMAN RE #45161 rlry r1 ry riur<i UN N. 11609497 DR2289A 16472 Segovia Cir MT MONO TRUSS Pembroke Pines, PI 33331-4627 10 optional gSPN-[: NUWOZ);-FL _01 A R7 s ug 2 6DiRl1 e InTusfries Gic.TFiu 1`1ov Oi T 5 5T ODfi a e 1- 1-0-0 110-0 2-6-0 Scale - 1:9.5 LOADING( ppsf) SPACING 2-00 CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 1 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 1 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANS195 l 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 6 0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=191/0-1-8, 4=108/0-1-8 Max Horz 2=119(load case 3) Max Uplift2=-124(ioad case 3), 4=63(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2 3=0. 3-4= 85 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottorn chord dead Toad, 25 mi from hurricane oceamme, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others)of truss to bearing plate at joint(s) 2, 4, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 2 and 63 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1,1995 criteria. w k Y 1 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, 0IFor4x2orientation, locate *For 1/8" from outside edge of 0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ii J8 J7 J6 JOINT$ AND CHORDS ARE NUMBERED CLOCKWISE For tabular ptating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. I WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicuiar 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, lCB0 1591, 1329, 4922 SBCCI 87206,86217,9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING location of joints at NIndicateswhichbearings (supports) occur, U11 0 MiTeke MYORMAIR (9) A&General Safety Notes Failure to Follow Could use 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., Z Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane 01: at joint locations, 0 0. 4, Unless otherwise noted, locate chord splices 0 I at 14 ponel 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 stocks of construction materials, 14 Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 11609498 lot) Iruss Truss type DR2289A is e ROOFTRUSS 1-SO IUNAIDIE BUDIMAN PE #45161 `1 16472 Segovia Cir, N. Pembroke Pines, FI 33331-4627 2 5-2-5 naust es, Tnc. 9-10.1. 4-8-7 2x4 = 20 I 3x4 = 52-5 4-8-7 m.:. - Y LOADING (ppsf) SPACING 2 0 0 CSi DEFL in (loc) I/deft PLATES TCLL 30.0 Plates Increase 1.33 TC 0.92 Vert(LL) 0,08 6-7 >999 ! M1120 TCDL 7.0 j Lumber Increase 1.33 BC 0.42 Vert(TL) 0.08 6-7 >999 BCLL 0.0 Rep Stress lncr NO WB 0.42 Horz(TL) 002 5 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min/deft = 360 Weight: 42 Ito— LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 0 0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=196/0-1-8, 2=655/0-5-11, 5=426/Mechanical Max Herz 2=264(load case 2) Max Upiift4=-276(load case 3), 2=-634(load case 2), 5=448(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 2=35, 2-8=-1054, 3-8=-932, 3-9=-110, 4 9=54 BOT CHORD 2 10=935, 10 11=935, 7-1 1=935, 7-12=935, 6 12=935, 5-6=0 WEBS 3-7=201, 3-6=A019 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase Is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 4, 634 lb uplift at joint 2 and 448 Ib uplift at oint 5. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 16.51b down and 249.91b up at 4-3-11, and 181.51b down and 543.81b up at 7-1-10 on top chord, and 20.91b up at 1-5-12, and 15.4Ib down at 4 3-11. and 55.41b down at 7A-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1 4=-74.0, 2 5=-20.0 Concentrated Loads (Ib) Vert: 8=. 16-5 9= 181.5 10=20.9 11= 15.4 12= 55.4 Scale = 1:21,0 GRIP 249/190 November 1,200 permanentDesign valid for use only with MlYek connectors. flints design Is based only upon parameters shown, and Is for on Individual bulMing component to be Installed and loaded verticollyApplicability of design parameters and proper Incorporation of component is responsibility of tpuliding designer - not truss designer. Bracing shown K lot kiteral support of Individual web members Additional biacing to Insure during construction Is the responsiblUty of the erector, AddlWnol general regovding labricolIon, quality coniroL storage, doilvery, election and OrocIng, consult k Handling InsiallInq and $racing Rocommonelai ovalloplo from Truss More Institute, W D'Onoftio Drive, Madison, WI I!W`19, MiTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, cc For 4 x 2 orientation, locate 1: 0For 1/8" from outside edge of a 0trussandverticalweb, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS ii J8 V J6 JOINT$ AND CHORDS ARE NUMBERED CLOCKWIS For tabular plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOI Mfrek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT, I WEB$ ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicuiar 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. lCBO 1591,1329,4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at N which bearings (supports) occur. 0 i 0 MiTeko O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties- 2, Cut members to bear tightly against each other, 1 Place plates on each face of truss at each joint and embed fully, Avoid knots and waneCc 0 at joint locations, a_ 4. Unless otherwise noted, locate chord splices I 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, l 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. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stocks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: Permitting Office: City, State:'. Permit Number: owner: Jurisdiction Number: Climate Zone: Central I . New construction or existing New 12. Cooling systems 2. Single Family or multi -family Single family i a, Central Unit Cap: 42.0 kBui/hr 3. Number of units, if multi -family 1 SEER: 10,20 4. Number of Bedrooms 5 b. N/A 5, is this a worst case? Yes 6, Conditioned floor area (R') 2284 111 c. N/A T Glass area & type a. Clear - single pane 259.0 ft' — 11 Heating systems b. Clear - double pane 0.0 111 — a. Electric Heat Pump Cap: 42.0 kl3tu/hr c, Tint/other SC/SHGC - single pane 0.0 ft' — FISPF: 7.50 d, TinUother SC/SHGC - double pane 0.0 ft, b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c, N/A b, Raised Wood, Adjacent R=I 1.0, 320.011' _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3,0, 835.0 ft' — EF: 0,86 b. Frame, Wood, Exterior R=l 1.0, 876.0 111 b. N/A c, Frame, Wood, Adjacent R=1 1,0, 330.0 111 d. N/A i c. Conservation credits e, NWA HR-Heat recovery, Solar M Ceiling types DHP-Dedicated heat pump) a. Under Attic R= 19.0, 1809,0 111 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A FIF-Whole house fan, 11, Ducts PT -Programmable Thermostat, a. Sup: Unc, Ret: Unc. AH: Interior SLIP. R=6,0, 1.0 11 RB-Attic radiant barrier, lb. N/A MZ-C-MLIltizone cooling, MZ-H-Multizone heating) Total as -built points: 33160.00Glass/Floor Area: 0.11 PA STotalbasepoints: 36844.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code, PREPARED BY: DATE: 0,I I hereby certify that this building, as designed, is in compliance with the Florida Energy Code, OWNER/AGENT: DATE: Rom Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGaugeO (Version: FLRCNA-200) SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPIVI X SOF = Points 18 2284.0 42.08 17298.9 Single, Clear E 1.0 12.5 7.0 59,31 1,00 413,2' Single, Clear E 1.0 14.5 32.0 59.31 1,00 1890.1 Single, Clear E 1,0 14.5 53.0 59.31 1.00 3130,5 Single, Clear S 1.0 5,0 10,0 44.66 0.92 4091 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 5147 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16,0 59.31 0,97 919,3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1'0 9.0 32.0 53.47 0.99 1701,0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPIVI Points Type R-Value Area X SPIVI = Points Adajcent 330,0 0.7 231.0 Concrete, Ink Insul, Exterior 10 835.0 1 A0 1169,0 Exterior 1711.0 1,90 3250.9 Frame, Wood, Exterior 11,0 876,0 1.90 1664.4 Frame, Wood, Adjacent 11,0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPIVI Points Type Area X SPIVI = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18,0 1.60 28,8 Exterior 20.0 4.80 96.0 Exterior Insulated 20,0 4,80 96.0 Base Total: 38.0 124,13 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPIVI Points Type R-Value Area X SPIVI = Points Under Attic 1809.0 0.60 1085.4 Under Attic 19,0 1809.0 1,10 1989.9 Base Total: 1809,0 1085.4 As -Built Total: 1809,0 1989.9 FLOOR TYPES Area X BSPIVI Points Type R-Value Area X SPIVI = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p) 31.90 5135.9 Raised 320.0 3,43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576,0 Base Total: 6217.4 As -Built Total: 4559.9 INFILTRATION Area X BSPIVI Points Area X SPIVI = Points 2284,0 14.31 32684.0 J 2284.0 14,31 32684.0 EnergyGauge(D DCA Form 600A-97 EnergyG@uge0/FIaRES'97 FLRCNA-200 I SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details AS -BUILT ummer Base Points: 48457.6 Summer As Built Points: 46931.7 Total Summer X System Cooling Total X Cap X Duct X System X Credit Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 46931 7 t000 0,975 OM4 1.000 15292.0 48457.6 0.3577 17333.3 46931.7 1.00 0.975 0.334 1.000 15292.0 EnergyG@UgeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 I WINTER CALCULATIONS Residential Whole Building Performance Method A - Detaill Imuffim BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 2284.0 4.79 1969A Single, Clear E 1.0 12.5 7.0 9,96 1.00 70.0 Single, Clear E 1.0 14.5 32,0 9.96 1.00 319,7 Single, Clear E 1.0 14.5 510 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10,0 7.73 1,02 79.0 Single, Clear S 1.0 7,0 210 7.73 1.00 177.8 Single, Clear W 1.0 10,0 39.0 10.74 1,00 418.7 Single, Clear W 1'0 11.0 7.0 10,74 1,00 75,2 Single, Clear W 1'0 10 8.0 10,74 1,02 87.7 Single, Clear E 1'0 6,0 16.0 9.96 1V 160,8 Single, Clear E 1,0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1'0 6.0 16.0 12.32 1.00 196,7 Single, Clear W 1.0 9.0 32.0 1034 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 330.0 1.8 594,0 Concrete, Int Insul, Exterior 3.0 835.0 3,80 31710 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11,0 876,0 2.00 1752.0 Frame, Wood, Adjacent 11,0 330.0 1,80 5940 Base Total: 20411.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18,0 4,00 72.0 Exterior 20.0 5.10 102,0 Exterior Insulated 20,0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1809,0 Mo 1085A Under Attic 19.0 1809.0 1.00 1809,0 Base Total: 1809.0 1085A As -Built Total: 1809,0 1809.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161 .0(p) 1 .9 305.9 Slab -On -Grade Edge Insulation 0.0 161 .()(P) 2.50 402.5 Raised 320.0 0,20 64,0 Raised Wood, Adjacent 11.0 320.0 1,80 576.0 Base Total: 369.9 As -Built Total: 978.5 INFILTRATION Area X BWPM Points Area X WPM Points 2284.0 0.28 639,5 2284.0 0.28 639.5 EnergyGauge(D DCA Form 60OA-97 EnergyGaugeD/FlaRES'97 FLRCNA-200 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details AS -BUILT Winter Base Points: I- 6235.1 Winter As -Built Points: L_ 10460.3 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 104603 1,000 0,998 0.455 1.000 4750.1 6235.1 1.0730 6690.2 10460.3 1.00 0.998 0.455 1.000 4750.1 EnergyGaugelll COCA Form 60OA-97 EnergyGaugeDflaRES'97 FLACNA-200 WATER HEATING & CODE COMPLIANCE STATU*,1. 0 Residential Whole Building Performance Method A - Details 313, 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 50.0 O86 5 1.00 2623.63 1.00 13118,1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS 113*3 AS -BUILT Cooling + Heating + Hot Water Total i Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 15292.0 4750.1 13118.1 33160.2 PASS1-A EnergyGauge T" DCA Form 60OA-97 EnergyGauge(&/FlaRES'97 FLRCNA-200 I Code Compliance Checklist Residential Whole Building Performance Method A - Details PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION I I—— -_ - ---------- REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows _& Dqo 606.1.ABC,1,1 ft, window area; .5 cfm/sq,ft. door area. between: & frames, surrounding wall; Exterior & Adjacent Walls 606,1,ABC.1.2.1 I Caulk, gasket, weatherstrip or seal windows/doors 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. i EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends I from, and is sealed to, the foundation to the to plate. Floors 606. 1,ABC. 1 .2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members, I EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606,1.ABC123 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; 1: 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 6061,ABCA.2.4 1 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 conditio_ne_cl._pace, tested. - ------ 4- 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, EnergyGauge Tm DCA Form 600A-97 EnergyGaugeS/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL DISPLAY CARD I ESTIMATED ENERGY PERFORMANCE SCORE, 82.3 The higher the score, the more efficient the home. I . New construction or existing New — 12. Cooling systems 2. Single family or multi -family Single family — a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if mufti -family I — SEER: 10.20 4, Number of Bedrooms 5 b. N/A 5. Is this a worst case? Yes 6, Conditioned floor area (ft') 2284 ft' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' 11 Heating systems b, Clear - double pane 0.0 ft, a. Electric Heat Pump Cap: 42.0 kBtu/hr c, Tint/other SC/SHGC - single pane 0,0 ft, HSPF: 7.50 d, Tint/other SC/SHGC - double pane 0,0 ft, b. N/A 8, Floor types a. Slab -On -Grade Edge Insulation R=0,0, 161.0(p) ft — c. N/A b. Raised Wood, Adjacent R=I IA 320,Oft' — c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, lot Insul, Exterior R=3.0, 835.0 IV EF: 0.96 b. Frame, Wood, Exterior R=I 1.0, 876,0 ft' b. N/A c, Frame, Wood, Adjacent R= I IA 330.0 It' d. N/A c. Conservation credits c, N/A FIR -Heat recovery, Solar 10, Ceiling types DHP-Dedicated heat pump) a, Under Attic R=19.0, 1809.0 ft' 15, HVAC credits h. N/A CF-Ceiling fan, CV -Cross ventilation, c N/A HF-Whole house fan, I t, Ducts PT -Programmable Thermostat, a. Sup: Unc, Ret: Unc. AH: Interior SLIP. R=6.0, 1,0 ft R13-Attie radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-II-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) 0, ' VM S in this home before final inspection. Otherwise, a new EEL Display Card will be completed S based on installed Code compliant features. ro 1 / 11 1 Builder Signature: Date: Address of New Home: C ity/FL Zip:'- k, k XG_10 z) WV4 NOTE.- The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStar7 designation), your home may qualifyfor energy ef ficiencyfficiencymortgage (EEA4) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hodine at 4071638-1492 or see the Energy Gauge web site at www.fsec,uqf edufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850148 7- 1824. EnergyGauget ( Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Endre House mmM "' P rojec jnformatlovt,- Notes: DR HORTON--MODEL 2289 io Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF bInsidgedTD70 OF Desin 32 OF Heating Summary BuildV, heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Method Simplified Construction quality Average Fireplaces 0 2= 1000 = Area ( ft') Volume ( ft') Air chan es/ hour Equiv. 2F (cfm) 2284 2 ,U4 18742 18742 03 0A 219 125 Heating Equipment Summary Make TRANE Trade Outside db Inside db 93 75 OF OF ign TRD Design 18 OFRelativeeumidity M Moisture difference 43 gr/lb 0 A $ Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3,0 OF Use mfg. data n Rate/swing multiplier 0. 98 Total sens. equip. load 31306 Btuh Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Ttal latent equip. load o 7514 B tuha 0 1 Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input 0 Btuh Sensible cooling 29050 Btuh Heating output 0 Btuh Latent cooling 12450 Btuh Heati 1%temp rise Actuz eating fan 0 1400 OF cfm Total cooling Actual cooling fan 41500 1400 Btuh cfm Heating air flow factor 0,039 cfm/Btuh Cooling air flow factor 0,046 cfm/Btuh Space thermostat Load sensible heat ratio 81 Boldlilalic values have been Manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvnghtSC:)ft Rlght-Suite Residential "^ 5,0.33 RSR26017 2000-Sep-22 10,00:25 ee7C_, E:1Pj1es\drhorton\ 22W2289.rsr Page I RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 ]9.22, 109 COMMERCE STREET. LAKE MARY, FL 3274B-6206 Phone: (407) 831-2665 1, Winter infiltration AVF 0.7 ach x 18742 ft" 2, Winter infiltration load 1,1 x219 cfm x 32 3. Winter infiltration HTM 7712 Btuh / 297 1, Summer infiltration AVF 0.4 ach x 18742 ft3 2, Summer infiltration load 1.1 x125 cfm x 18 3. Summer infiltration HTM 2479 Btuh / 297 OF Winter TID = Total window and door area Procedure C - Latent Infiltration Gain 1 0,68 x43 gr/lb moist.diff OF Summer TD Total window and door area MVERM 219 cfm 125 cfm 2479 Btuh 8,3 Btuh/ft' x 125 cfm = 3692 Btuh 1, Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF SummerTD 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads 31945 Btuh Rating and temperature swin%multiplier x 0.98 31306 BtuhEquipmentsizingload - sensible 2, Latent sizing load Latent ventilation load 0.68 x 75 cfm vent, x 43 gr/lb moist.diff. 2212 Btuh Internal loads = 230 Btuh x 7 people + Infiltration load from Procedure C + 1610 3692 Btuh Btuh Equipment sizing load - latent 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Soldqtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential 1" 5.0.33 RS R26017 2000-Sep-22 10:00e25 r PaI ACCK EAF11es\ orlonQ289Q289ssr g RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 log COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407) 831-2665 I MAN J: 7th Ed. Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft ft3Roomdimensions8.0 x 12,0 ft 9.0 x 9,0 ft 16.0 x 15.5 4 Ceilngs Condit Option 81 ft heat/cool d 8,0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load(Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO, Htg CIg ft') Htg Gig ft') Htg CIg 112) Htg Cig ft2) Htg Gig 5 Gross a 14B 4.6 2.1 199 160 720 112 0Exposedb12C2.9 1.9 971 0 56 0 walls and c 13C 3.2 1.2 330 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 f 0,0 0.0 0 0 0 0 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 0 1183 0 glass doors b 8C 37,0 53 1959 0 0 0 0 0 0 0 0 09CHeatingc9C38300 0 0 0 0««« 0 0 0 0d0.0 e 0.0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 ««<« 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 0 0 0glassdoorsNE/NW 0.0 Cooling E/W 56.8 0 210 0 11919 0 7 0 381 0 0 0 32 1741 SE]SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Herz 0,0 0 0 0 0 0 0 0««»«0 8 Other doors a 11A 18,9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 0 0 0 0lo11A18.9 12.7 0 0 0 0 0 0 0 0 C 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 00 9 Net a 148 4.6 21 835 3848 1719 153 705 315 72 332 148 80 369 165369 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 00r0000wallsandc13C121,2 330 1040 386 0 0 0 56 176 66 0 0 0 0 0 0 0 partitions d 0.0 0,0 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 00 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1,7 2.2 1809809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0r0002 0 0 0 0 0 0 0 0 0 0 0 c 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0,0f 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0oFloors'a 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19C 1,11 0.0Noeeroornb9C 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0pemterlr 0 0 0 0 0 0 0 0 0 0 0 0 F is dispi. d 0.0 0,0sispi. d d for slab a 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 010 0.0oors) ffloors) 0 0 0 0 0 0 0 0 0 0 0 0 112 Infiltration a 26.0 8,3 297 7712 2479 7 182 58 0 0 0 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 .. Less transfer 0 0 «««» 0 0 14 Duct loss 101/, 3302 101/, 166 1011/1 92 100/ 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People @ 300 7 2100 0 0 0 0 1 300 0 App .. @ 1200 2 1800 0 0 0 0 0 17 Subtot RSH gain=7+8.,+12+16 27691 754 214 2473 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 is Duct gain I100 2769 100 75 1004 21 1 004 241 19 Total S gain=17+18)*PLF 1 30460 1 a 1 830 1,00 235 Do 2720 20 Air required (c m) 1 1400400 Printout certified by ALGA to meet all requirements of Manual J 7th, Ed. Right- SulteResidential'"5.0,33RSR26017 2000-Sep-22 10W:26 ZN E:\F1leMdrhorton12289\2289,rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407) 831-2665 1 MANUAL J: 7th Ed. - Name of room UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 6,0 9.0 ft x 9.0 ft 5,0 5.0 ft X 9,0 ft 17.0 31.0 ft X 16.0 ft 10.0 9,0 ft x 20.0 ft 3 4 Room dimensions Cellngs Condit, Option 8.0 ft heaticool 8.0 ft heat/cool 9.0 ft heat/cool 9.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) eaArea Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO3 Htg Clg ft') Htg Clg ftl) Htg Cig W) Htg Clg ft') Htg Clg 5 Gross a 14B 4 6 2,1 0 0 0 0 311 180 Exposed b 12C 2.9 1.9 0 40 0 0 walls and c 13C 3,2 1,2 72 00 0 partitions d 0.0 0.0 0 0 0 0 a 0.0 0.0 f 0.0 0.0 0 0 0 0 6 Windows and a IC 3TO 0 0 0 0 0 0 0 53 0 1959 10 0r9 370 0 glass doors b 8C 37,0 0 0 0 0 0 0 0 0 0 0 cHeatingc 9C 38.7 0 0 0 0 0 0 0 0d0,0 a 0,0 0 0 0 0 0 0 0 0 f 00 0 0 0 0 0 0 0 0 7 Windows and North 20A 0 0 0 0 0 0 0 0 10 0 204 0 lass doors NE/NW 0.0glass 0 0 0 0 0 0 0 53 2883 0 00EAV56.8 0 0 0 0 0 0 0SE/SW 0.0 South 30.4 0 0 0 0 0 0 0 0 0 orz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 123 0 0 0 18 340 229 0 0 0 0 0 0 0 0b11A18,9 12.7 0 0 0 0 0 0 0 0 0 0 006 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 9 Net a 14B 4,6 2.1 0 0 0 0 0 00 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 wells and c 13C 3,2 1.2 0 72 0 0 227 84 0 40 0 0 126 4712r 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 & 0 0 e 0,0 0,0 f 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 11 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 c 0,0 0,0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 f 00 0'0f0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0Floorsa22A25.9 0.0Floors 9 233 0 5 130 0 31 804 0 9 233 0 Note: room b 19C 1.1 0.0Note: room 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p e rim eter 00perimeterc0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0,0Isd , s p 1' 0'0AFtor51ab0.0forslabe0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oors) f 010 0 0floors) 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26,0 8,3 0 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8,.+11+12 460 1063 5806 1546 Less external heating 0 0 0 ... 0 Less transfer 0 0 0 0 141 Duct loss 100/ 46 100 106 10IN 581 lom 155 1155 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 4 0 1200 0 0 1 0 1200App, @ 1200 1 600 0 17 Subtot RSH Qain=7+8-+12+16 684 426 5685 2101 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 gainDuctin 10 0' 68 100 43 100/' 568 100/ 210 19 Total galn=(17+18)*PLF 1.00 753 1,20 469 1.00 6253 1.00 2311 20 Air required (cfm) 20 35 45 22 246 287 66 106 Printout certified by ACCA to meet all requirements of Manual J 7ft Ed, Right -Suite Residential^" 5.0.33 RSR26017 2000-Sep-22 10:00:26 Za !k E:\F11eMdrhonon12289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FIL 32746-6206 Phone: 407) 831-2665 MANUAL J: 7th Ed, I Name of room DIN/LIVIFOY BR2 BR3 23,5 ft HALL BTH 5.5 ft 2 Length of exposed wall 20.0 57.0 ft x 19.0 ft 12.0 31.5 ft x 16.0 ft 12,0 x 15.0 ft 6,0 x 18.0 ft 3 Room dimensions 4 Ceilngs Condit. Option 8.0 ft heat/cool 0 ft heati0001 8.0 ft heat/cool 8,0 ft heat/cooi TYPE OF CS HTM Area Load tuh) Area Load tuh) CIg Area Load tuh) Htg CIg Area ft') Load (Btuh) Htg Clg EXPOSURE NO. Htg CIg ft') Htg CIg ft') Htg9 ft') 5 Gross a 1T44, 6 21 I I . b 12 219 1.9 263 63 0 252 0 188 0 44 Exposed walls and c 13 3,2 1,21 162 0 0 0 0 0 partitions 0.0 0.0d 0 0 0 0 e 0.0 0.0 f 0,0 0,0 0 0 0 0 0 6 Windows and a 1C 37.0 77 2846 16 591 0 16 0 591 0 0 0 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 0 d 0.0 a 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0,0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 0 0 0 0 0 lass doors NE/NW 0.0 Cooling ENV 56.8 0 54 0 3433 0 16 870 16 870 0 0 0 0 SEISW 0.0 0 0 0 0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0,0 0.0 9 Net a 146 4,6 2,1 201 48 926i 414 138 93 0 236 0 0 680 459 0 172 0 0 495 334 0 44 0 127 0 86 exposed b 12C 2.9 1.9 walls and c 13C 12 1.2 162 510 190 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 f 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 Ceilings a 16C 1.7 2.2 400 678 890 192 326 427 180 305 401 0 108 0 183 0 240 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 d 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 1 c- 11,11 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 is dlspl. d 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0,0 0.0 12 Infiltration a 26,0 82 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 9473 2012 1807 310 0 Less external heating 0 0 0 0 0 0 0 Less transfer 14 Duct loss 100/ 947 100/ 201 101/ 181 100/ 31 15 Total loss ® 13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 0 0 0 0 0 0Appr@1200 17 Subtot RSH ain=7+8..+12+16 0 0 6927 1890 70,9 1739 326 0 Less exte rna? cooling 0 0 0 0 Less transfer 1 8,1 Duct gain 1 11 Total RSH gain=(1 7+18)*PLF 100A 1. 00 0 693 7620 10Q/ 1. 00 1 1" 2079174 1913 100/ 1 1, 00 33 359 201 Air required (cfm) 77 88 13 16 Printout certified by ACCA to meet all requirements of Manual J 7th Ed, wrt1 1 1Zr5C7:oRight-Suite Residential" 5,0.33 RSR26017 2000-Sep-22 10:00:26 ft Page 3 4,ZN EAFiles\drhortanQ289\2289.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9,22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407)831-2665 MANUAL J: 7th Ed. 1 2 Name of room Length of exposed wall LOFT/BR5 12,0 ft 9R4 41,0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceilngs Condit, Option 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area oad (Btu) ea Load (Btuh) Htg Clg Area Htg CI Area Htg CI EXPOSURE NO. Htg C19 ft") Htg Clg ft2) 5 Gross a 14B 4,6 2.1 Exposed b 12C 2.9 1.9 0 96 0 328 walls and c 13C 3,2 1,2 0 0 partitions d o'o 0.0 0 0 0e0.0 0.0 f 0.0 0.0 0 0 or 6 Windows and a 1C 37.0 16 591 32 0 1183 0glassdoorsb8C37.0 0 0 0 0Heatingc9C38300 0 0 0d0,0 0.0e 0 0f 0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 326 0 0glassdoorsNEINW0.0 ooling EM 56.8 0 0 0 0 0 32 1741 SEJSW 0.0 0 0 0 0 South 30.4 0 0 0 0 Horz 0,0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 123 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 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 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 d 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e o'o 0.0 0 0 0 0 0 0 f 0 0 0.0 0 0 0 0 0 0 11 Floors a 22 25.9 O O 0 0 0 0 0 0 Note: room b 19 I'l 0,0IW0.0 ill 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is dispi, d 0,0 0.0 for slab e 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26,0 8,3 16 415 134 32 831 267 13 Subtotal loss=6+8.,+11+12 1750 3458 Less external heating 0 0 Less transfer 0 .... 0 14 Duct loss 100/1 175 100/i 346 15 Total loss = 13+14 1925 3804 16 Int. gains: PeoFle @ 31200 001 300 0 0 0 App.. @ 0 0 0 17 Subtot RSH gain=7+8..+12+16 1423 3049 Less external cooling 0 0 Less transfer 0 0 18 Duct gain lol/l, 142 1 0 305 0/ 19 Total RSH gain=(17+18)*PLF 1,00 1565 Ro 3353 20 Air required (cfm) 74 72 147 154 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. j"- t!F.C),ft Rlght-SuiteResidentlaIT"2000-Sep-22 1 5.0,33RSR26017 0,00:26 Page 4 ZZNE;\F11esWrbortonQ289Q289.rSr RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S 0 N A S 0 T H V G N H 0 v 0 v w H c H vv N S H N K D Y I A R L 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 MBTH n e a c n 0 d 1 1 go 1.0 1.0 9.5 3.0 54.4 7.0 0.0 wic MBR a n e a c n 0 d 1 1 go 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL b n e a c n 0 d 1 1 go 1.0 1,0 6,5 8.0 54A 53.0 0.0 KIT a n S a c n 0 d 1 1 go 1.0 1,0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n S a c n 0 d 1 1 go 1.0 1.0 2,0 5.0 30.4 23.0 15.6 a n w a c in 0 d 1 1 go 1.0 1,0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4,0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 tO 10 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 go 1.0 1.0 1.0 5.0 54A 16.0 0.0 BR3 a n e b c n 0 d 1 1 go to 1,0 1.0 5.0 54.4 16.0 0.0 HALLBTH LOFT/BR5 a n n b c n 0 d 1 1 go 1.0 1.0 1.0 5.0 20.4 16,0 0.0 wriph tSC)ft Right -Suite Residential- 5,0.33 RSR26017 2000-Sep-22 10 00:25 Page I ACCK E:Tiles\ r o"nQ289=89.rsr a ^ vV b C n O d 1 1 gO 1.0 1.0 4.0 5.0 54.4 32.0 0.0 A' t to roaf cog 42X42 A/C SLAB BY DLDR MIN 0 2' FROM WALL aG rep zes 105 j 15 e240v 1ph p- 2..14 R-D 271i 7- 6' 6' 6 4—d oriu 1— a My t h-.- . ronmun cl—,.hce aG 4 icheS .,.L—d the -1 1-11K" per the St-te Energy Colle' Ail duct hs ¢n —6 —1— am Rating 4 i I. rV CD cxj co cu c:l cu GN Q z LL, > z 4i: in F- 0 m CL _j M1 iTULTIM BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284,0 42.08 17298,9 Single, Clear E 1,0 12.5 7,0 59,31 1.00 413.2 Single, Clear E 1.0 14.5 32,0 59.31 1.00 1890"1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5,0 Mo 44.66 0.92 409.1 Single, Clear S 1.0 7,0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53,47 0.99 2074.2 Single, Clear W 1.0 11'0 7.0 5147 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53,47 0,86 366,3 Single, Clear E 1.0 6.0 16,0 59.31 0,97 919.3 Single, Clear E 1'0 6,0 16.0 59,31 0.97 919.3 Single, Clear N 11'0 6,0 16,0 27.96 0.97 435.8 Single, Clear W 11.0 9.0 32,0 53.47 OM 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Ad@jcent 330.0 0.7 231.0 Concrete, Int Insul, Exterior 10 835,0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664A Frame, Wood, Adjacent 111.0 330.0 0.70 231,0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18,0 1,60 28,8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4,80 96.0 Base Total: Mo 124.8 As -Built Total: 38.0 1124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM = Points Under Attic 1809,0 0.60 1085A Under Attic IM 1809.0 1.10 1989.9 Base Total: 1809.0 1085.4 As -Built Total: 11809.0 1989.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161 .()(P) 31 M 5135.9 Raised 320.0 3,43 1097.6 Raised Wood, Adjacent 11.0 320.0 1,80 576,0 Base Total: 6217.4 As -Built Total: 4559.9 INFILTRATION Area X BSPM Points Area X SPM = Points 2284.0 14,31 32684.0 2284.0 14.31 32684.0 EnergyGaugeS DCA Form 600A-97 EnergyGauge@/FlaRES'97 FLRCNA-200 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details AS -BUILT Summer Base Points: 4845T6 Summer As Built Points: 46931.7 F 0_talsummer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 46931,7 1 Mo 0.975 0 3 3 4 1 0 0 0 1 5 2 9 2 0 46931.7 1.00 0.975 0.334 1.000 15292.0 EnergyGaUgeTlll DCA Form 60OA-97 EnergyGaugeO/RaRES'97 FLRCNA-200 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 112=M11111 BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 2284.0 4.79 1969A Single, Clear E 1,0 12,5 7,0 9.96 1.00 70.0 Single, Clear E 1,0 14.5 32.0 9,96 1.00 3197 Single, Clear E 1.0 14.5 53,0 9.96 1.00 529.5 Single, Clear s 1.0 5,0 Mo 7,73 1.02 79.0 Single, Clear s 1.0 7,0 210 7,73 1.00 177.8 Single, Clear W 1.0 10.0 39,0 10,74 1.00 4183 Single, Clear W 1.0 11.0 7,0 1034 1,00 75.2 Single, Clear W 1'0 3.0 8.0 10,74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9,96 1.01 160.8 Single, Clear E 1.0 6,0 16,0 9.96 1,01 160.8 Single, Clear N 1,0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9,0 310 10,74 1.00 343,5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adajcent 330,0 1.13 594.0 Concrete, Int Insul, Exterior 3.0 835,0 3.80 3173.0 Exterior 1711.0 2,00 3422,0 Frame, Wood, Exterior 11.0 876.0 2.00 1752,0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041 4016.0 As -Built Total: 2041,0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated Mo 4.00 720 Exterior 20,0 5,10 102.0 Exterior Insulated 20,0 510 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1809,0 0.60 1085.4 Under Attic 19,0 1809.0 1,00 1809.0 Base Total: 1809,0 1085A As -Built Total: 1809.0 1809.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161,0(p) 1.9 305,9 Slab -On -Grade Edge Insulation 0.0 161,0(p) 2,50 402,5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369,9 As -Built Total: 978.5 INFILTRATION Area X BWPM Points Area X WPM Points 2284,0 0.28 639.5 2284.0 0.28 639,5 EnergyGauge(D DCA Form 600A-97 EnergyGaugeO/F]aRES'97 FLRCNA-200 WINTER CALCULATIONS Residential Whole Building Performance Method A - Detaill AS -BUILT Winter Base Points: 6235.1 otal Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1 10460.3 1,000 0.998 0,455 1.000 4750,1 10460.3 1.00 0.998 0.455 1.000 4750.1 EnergyGauge T' DCA Form 60OA-97 EnergyGaugeO/RaRES'97 FLRCNA-200 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 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 50,0 0,86 5 1,00 2623.63 1,00 13118,1 As -Built Total: 13118A CODE COMPLIANCE STATUS AS -BUILT F Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points M 1V141 K14141 0 0 11 Rol L; MENEEMENW00i ULM, 15292.0 4750.1 13118.1 33160.2 PASS EnerqyGaugeTm DCA Form 60OA-97 EnergyGauge(D/RaRES'97 FLRCNA-200 ININ111111M Code Compliance Checklist Residential Whole Building Performance Method A - Details 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION 'REQUIREMENTS -_ FOR - BACK - PRACTICE - - CHECK Exterior Windows & Doors 6061,A w area; .5 cfhr/sq.ft. doorVlaximum:3 cfm/ Exterior & Adjacent Walls 606,1,ABC,1.2,1 i Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; li 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, I EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends i 1 from, and is sealed to, the foundation to the top ate' Floors 606.1Penetrations/openings > 1 /8" sealed unless backed by truss or joint members. ABC 1.2,2 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 _T 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 1 606,1.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. 606.1 ABC.1.25 Air barrier on perimeter of floor cavity between floors. Multikstcry Houses Additional Infiltration rects 606.1.ABC,1,3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. EnergyGauge Tm DCA Form 600A-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3 The higher the score, the more efficient the home. I, New construction or existing New — 12, Cooling systems 2. Single family or multi -(amity Single family — a, Central Unit Cap: 42.0 k9tu/hr 3, Number of units, if multifamily I — SEER: 10.20 4, Number of Bedrooms 5 b, N/A 5, Is this a worst case? Yes 6, Conditioned floor area (ft') 2284 111 c, N/A 7. Glass area & type a, Clear - single pane 259.0 ft' 11 Heating systems b. Clear - double pane 0.0 111 a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SC/SHGC - single pane 0,0 ft, HSPF: 7,50 d. TintJother SC/SHGC - double pane 0.0 Ill b. N/A 8. Floor types a, Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft — c. N/A b. Raised Wood, Adjacent R=l 1.0, 320.0ft' — c, N/A 14. Hot water systems 9. Wall types a, Electric Resistance Cap: 50.0 gallons a. Concrete, hit Insul, Exterior R=3.0, 835.0 ft' EF: 0,86 b. Frame, Wood, Exterior R=1 1.0, 876,0 ft' b. N/A c, Frame, Wood, Adjacent R= I I .0, 330,0 f12 d. N/A c, Conservation credits e. N/A HR-Heat recovery, Solar M Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19A 1809.0 ft, 15, HVAC credits h, N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, I I Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup, R=6,0, 1.0 ft RB-Attic radiant barrier, h. N/A MZ-C-Multizone cooling, MZ-1-1-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) 01 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 04 Address of New Home: City/FL Zip: 10 NOTE.- The home's estimated energy performance score is only available through the FLARES computer program. rogr 'Pa This is not a Building Energy Rating, if your score is 80 or greater (or 86jbr a US EPA/DOE EnergyStar'"designation), your home may qualify for energy efficiency mortgage (EEA4) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638- 1492 or see the Energy Gauge web site at wwwfsec.uqfedujbr information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824, EnergyGauge( K (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House iog COMMERCE STREET, AKE MARY, FL 32746-6206 Phone: (407) 831-2665 roject Inform Notes: DR HORTON--MODEL 2289 7i f w6n ;777W7177., Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 "F Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF RDa V r M IlyanumidityPelative50 % Moisture difference 43 gr/lb Heating Summary Buildiu, heat loss 36319 Btuh Ventila on air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Method Simplified Construction quality Average Fireplaces # Heating Cooling Area ( ft') 2284 2284 Volume ( ft') 18742 18742 Air than es/hour 0.7 0A Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/ swing multiplier O98 Total sens, equip. load 31306 Btuh Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btur Make TRANS Trade Efficiency 7.5 HSPF Heating input 0 Btuh Efficiency Sensible cooling 10, 2 EER 29050 Btuh Heating output 0 0 Btuh F Latent cooling Total cooling 12450 41500 Btuh Btuh HeatNtempriseActual eating fan 1400 cfm Actual cooling fan 1400 cfm Heating air flow factor 0.039 cfm/Btuh Cooling air flow factor 0,046 cfm/Btuh Space thermostat Load sensible heat ratio 81 tic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVrj9ht5C:) ft Righl-SuiteResldentialTmS,0.33RSR26017 2000-Sep-22 10-00:25 Page I ACCK E:\Ffles\drhorton\2289\2289.rsr RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 . Winter infiltration AVF 07 ach x 18742 ft3 2. Winter infiltration load 1.1 x219 cfm x 32 3, Winter infiltration HTM ft27712Btuh / 297 I IMIIIIIIIIIIIIS OF Winter TD = Total window and door area 7712 Btuh 26,0 Btuh/ft2 1. Summer infiltration AVF 3 0.4 ach x 18742 ftx 0.0167 125 cfm 2. Summer infiltration load 1. 1 x125 cfm x 18 OF Summer TD 2479 Btuh 3, Summer infiltration HTM 2479 Btuh ft2 297Total window m 8.3 Btuh/ft' and door area Procedure C - Latent Infiltration Gain F 0.68— x43 gr/lb moistAiff MEEM x 125 cfm = 3692 Btuh 1, Sensible sizing load Sensible ventilation load 1. 1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 31306 Btuh Equipmentsizingload - sensible 2. Latent sizing load Latent ventilation load 0. 68 x 75 cfm vent. x 43 gr/lb moist.diff, = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldfitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vv rv? h tS(Dft Right -Suite ResidenfialT" 5.0,33 RSR26017 2000-Sep-22 10:00 25 d, Page I ACCk E:\Fflesv r orton\228912289,rsr 109 RIGHT-J Entire DEL AIR COMMERCE STREET, LAKE MARY, FL 32746-6206 MA J: 7th Ed. Name of room WORKSHEET House HEATING,AIR Phone: Entire CONDITIONING,R 407) 831-2665 House 274.5 ft MBTH 20.0 ft WIC Mo ft Job: VIBR 2289 9.22.00 14,0 ft1 2 3 Length of exposed wall Room dimensions 8,0 x 12,0 ft 9.0 x 9,0 ft 16.0 x 15.5 ft 4 Cellngs Condit. Option 8.2 ft heat/cool cl 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft0 heat/cool TYPE OF CST HTM Area Load tuh) Load Area Load( tuh) Area Load (Btuh) Area Area Load Btuh) EXPOSURE NO. Htg CIg ft') Htg ClgHtg ft') Htg CIg ft') Htg C19Htg CIg ft') Htg CIg 5 Gross a 14B 4.6 2.1 999 160 72 0 112 0 Exposed b 12C 2.9 1,9 971 0 0 56 0 walls and c 13C 3.2 1,2 330 0 0 partitions d 0,0 M 0 0 0 0 0 e 0,0 0,0 f 0.0 0.0 0 0 0 0 0 66 Windows and a 1 C 37.0 206 7614 7 259 0 0 0 0 32 0 1183 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 0 0 d 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 20.4 42 849 0 0 0 0 0 0 0 0 0 lass doors NE/NW 0.0 oling E/W 56.8 0 210 0 11919 0 7 0 381 0 0 0 32 1741 SEISW 0.0 0 0 0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 0 0 orz 0.0 0 0 0 8 Other doors a 11A 18.9 12,7 38 717 484 0 0 0 0 0 0 0 0 0 0 0 0 0b11A18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 9 Net a 148 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 56 0 0 176 66 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 7Ceilingsa16C1.7 2,2 1809 3068 4027 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0.000rl 0 0 0 0 0 0 0 0 0 0 C 0 0 0.000 00d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19C 1.1 0,0 320 364 0 0 0 0 0 0 0 0 0 0 0 0 perimeter C 0,0 0.0 is dispL d 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0, 8,3 297 7712 2479 7 182 58 0 0 0 32 831 267 13 Subtotal loss=6+8.,+l 1+12 33017 1664 923 2745 ... Less external heating 0 0 0 0 Less transfer 0 »»»» 0 0 0 14 Duct loss 100/ 3302 100A 166 100 92 10-/ 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int, gains: Peo le @ 300 7 2100 0 0 0 0 0 1 0 300 0Appr@120021300000 117 Subtot RSH qain-7+8..+12+16 2F76 91 754 214 2473 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 1Ductlip 2769 10 75 1 004 21 10 ov 247 19 TotalWaS.H gain=(17+18)*PLF 30460 830 1.00 235 1.00 2720 20 Air required (cfm) 1*-00 1400 1400 38 39 11 116 125 Printout certified by ACCA to meet all requirements of Manual J 7th,Ed. Rlght-Sulte ResidentlaIT" 5.0.33 RSR26017 2000 -Sep-22 10:00i26 4E N F:\Fi1es\drhorton\22B912289.rsr Page 1 RIGHT-. WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407) 831-2665 I MANUAL J: 7th Ed. - Name of room UTIL 1/2 BTH FAM ft KIT 9.0 ft 2 Length of exposed wall 6,0 9.0 ft x 9.0 ft 5,0 5.0 ft x 9.0 ft 17,0 31,0 x 16.0 ft 10.0 x 20.0 ft 3 4 Room dimensions Cellngs Condit. Option 8.0 ft heatfcool 8.0 ft heat/cool 9.0 ft Load heat/cool 9.0 ft heat/cool i PE OF C ST HTM Area Load (Btuh) Area Load (Btuh) Area Bth) Area Load (Btuh) Htg ClgEXPOSURENO, Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg ft') 5 Gross a 14B 4.6 2A 0 0 0 311 0 180 Exposed b 12C 2.9 1.9 walls and c 13C 3.2 1,2 0 72 40 0 0 partitions d 0,0 O'D 0 0 0 00 0 0•.. f 0,0 0,0 0 0 0 0 6 Windows and a IC 37,0 0 0 0 0 0 0 0 53 0 1959 10 0 370 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 0 Heating c 9C 38,7 0 0 0 0 0 0 0 0 d 0.0 e 0,0 0 0 «««« 0 0 0 0 0 0 0 0 0 0 fl 1 0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 0 10 0 204 0 glass doors NE/NW 0,0 0 0 0 0 0 0 0 0 53 2883 0 0 Cooling E/W 56,8 SE/SW 0.0 0 0 0 0 0 Q 0 0 0 South 30A 0 0 0 0 0 0 0 0 0 0 0 0 0 orz 0.0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 0 0 0b11A18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0,0 0.0 0 0 0 9 Net 3 148 4,6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 walls and c 13C 3.2 1.2 0 72 0 0 227 84 0 40 0 0 126 47 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0.0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 17 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 a 0 0 0 0 0 0 0 0 f 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 Note: room b 19C 1.1 0.0room 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 Floors m 0.0erimeterc0.0perimeter 1s p 1, d 0.0 0.0isd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0a 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 010 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8,3 0 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8,.+11+12 460 1063 5806 1546 Less external heating 0 0 0 0 Less transfer 0 0 0 0 144 Duct loss 10% 46 101/( 106 100/1 581 ... 1004 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: Peo Is @ 300 0 0 0 0 0 074 1200 0 0 1 0 1200 17 Appr @ 1200 Subtot RSH gain=7+8..+12+16 1 600 684 0 426 5685 2101 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 n Duct gain 100/1 68 10 0/t 43 1' 568 100y 210 19 TotaIWSH ain=(17+18)'PLF 1.00 753 1,00 469 6253 1,00 2311 20 Air required (cfm) 20 35 45 22 Lp j 246 287 66 106 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. gip' p j",tS,c:yft Right -Suite Residentlal-5.0,33RSR26017 2000-Sep-22 10:00:26 ACCN F-:\Files\drhorton\2289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Non"WWW" - Phone: 407) 831-2665 I MANUAL J: 7th Ed, - Name of room DINILIV/FOY BR2 BR3 23.5 ft HALL BTH 5.5 ft 2 Length of exposed wall 20.0 5TO ft x 19.0 It 12,0 31.5 ft x 16.0 ft 12,0 x 15.0 ft 6,0 x 18.0 ft 3 4 Room dimensions Ceilngs Condit. Option 8,0 ft 1heat/cool 8,0 ft0 't heat/cool 8.0 It heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh:) tArea Load tuh) Area LoadLoa Htg tuh) Clg Area ft') Load (Btuh) Htg Clg EXPOSURE NO. :Htg C19 ft') Htg Clg ft') Htg Clg ft') Gross a 141 4,6 21 Exposed ]bb 12 Z9 1.9 263 63 0 252 0 188 0 44 0 1wallsandc13311.2 162 0 0 0 0 0Fnpartitionsd0,0 0.0 0 0 0 0 e 0,0 0.0 f 0,0 0.0 0 0 0 0 0 6 Windows and a 1C 37.0 77 2846 16 591 0 16 0 591 0 0 0 0 0 glass doors b SC 37,0 0 0 0 0 0 0 0 0 0 0 Heating c 9C 38 7 0 0 0 0 0 .. 0 0 0 0 0 0 0 0LfLOO' '00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0WindowsandNorth20.4 16 319 0 0 0 0 0 0 0 0 0 0 04 glass doors NE/NW 0.000E/W 56.8r3O 0 54 0 3433 0 16 870 16 870 0 0 Cooling 0 0SE/SW 0 0 0 0 0 0 0 0 0 0 0 0 0 4South30.4 7 224 0 0 0 0 0 0 0 0 0 Harz 0 0 0 0 8 Other doors a 11 18,9 12,7 20 378 255 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0F127 0 c 0,0 0.0 9 Net a 14B 4.6 21 b 12C 2,9 1.9 201 48 926 414 138 93 0 236 0 0 680 459 0 172 0 495 0 334 0 44 0 0 86 exposed walls and c 13C 12 1,2 162 510 190 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 f 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 400 678 890 192 326 427 180 305 401 0 108 0 183 0 240 0 b 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 11 Floors a 2 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0.0 0,0 0.0 0 01 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0,0 12 Infiltration a 26.0 8,3 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotal loss=6+8.,+11+12 9473 2012 1807 310 0 Less heating 0 0 0external 0 0 .... 0 0 14 Less transfer Duct loss 100/ 947 1011/ 201 ... 2213 1011/ 181 1988 1011/ 31 341 15 Total loss = 13+14 10420 16 Int. gains: Peo le @ 300 1 300 0 0 0 0 0 0 0 0 0 0 0 0 17 Appr @ 1200 Subtot RS H g a in=7+8. , + 12+16 0 0 6927 1890 1739 326 0 Less external cooling 0 0 0 0 0 0 0 18 19 Less transfer Duct gain Total WSH gain=(17+18)*PLF 100 1 00 693 7620 10 Qj 1 00 189 2079 100/ 1 00 174 1913 10 D/ 100 33 359 201 Air required (cf M) 4021 3501 5 77 88 13 16 Printout certified by ACCA to meet all requirements of Manual J 7th. Ed. r-j Hit- Rlght Sufte ResidentlajT 5.0,33 RSR26017 2000-Sep-22 10:00:26 Page 3 ZN EAF11es\drho"n\2289\2289.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL32746-6206 WON I'lliplimom Phone, 407) 831-2665 MANUAL J: 7th Ed, - 1 2 Name of room Length of exposed wall LOFT/6R5 lZ0 ft BR4 41 10 ft 3 Room dimensions 12,0 x 19.0 ft 19.0 x 11,0 ft 4 Ceilngs Condit, Option 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Htg Clg Area Htg Clg Area Htg Clg EXPOSURE NO. Htg C19 ft') Htg Clg ft2) 5 Gross a 1T44, 6 2.1 Exposed b 12 2.9 1.9 906 0 328 1 3 1wallsandc133,2 1,2 0 0 npartitionsd0.0 0.0 0 0e0.0 0.0 f 0,0 0.0 0 0 0 6 Windows and a 1 C 37.0 16 591 32 0 1183 0 glass doors b 8C 3TO 0 0 0 0 Heating c 9C 38.7 0 0 0 00.0 0 0 e 0.0 f 0.0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 326 0 0 0 glass doors NE/NW 0.0 Cooling E/W 56.8 0 0 0 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0»»»»0 0 0 Hors 0.0 0 0 0 0 8 Other doors a 11A 18,9 12.7 0 0 0 0 0 0 0b11A18,9 12.7 0 0 0 0 0 0,0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2,1 exposed b 12C 2.9 1.9 0 80 0 0 230 156 0 296 0 0 852 575 walls and c 13C 3.2 1.2 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0.0 0 0 0 0 0 or 0f0.0 0.000 0 0 0 0 0 0 10 2 2Ceilingsa16C1.7 2.2 228 387 508 209 354 465 0 0b0000 0 0 0 0 0 0 0 0 c 0.0 0.0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0,00 0 0 0 0 0 0 0 0f0,0 0 0 0 0 0 0 0 0 11 Floors a 22125,9 O O 0 0 0 0 0 0 Note: room b 19 1.1 0.0 ill 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 for slab e 0 0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0 0 0 0 0 0 0 0 12 Infiltration a 26 O 8,3 16 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 1750 .... 3458 Less external heating 0 0 14 Less transfer Duct loss 10%, 0 175 100Y 0 346 ox 15 Total loss - 13+14 1925 »»»» 3804 16 Int. gains: People @ 300 1 300 0 0 0 0 0 17 App , @ 1200 Subtot RSH gain=7+8..+12+16 0 1423 3049 Less external cooling 0 0 0Lesstransfer0 IR 18 Duct ain 10' 142 305 19 TotalW SH 9ain=(l7+l8)*PLF 1565 1. 1004 00 3353 NJ Air required (cfm) 74 72 147 154 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Resider)tialT"5.0.33RSR26017 2000-Sep-22 10;00:26 kZN E1F11es1drh0rtonQ28W289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9,22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 N S D VV G L S S 0 N A S 0 T H V G N H 0 v 0 v w H c H vv N s H N K D Y I A R L 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 MBTH n e a c n 0 d 1 1 go 1.0 1.0 9.5 3,0 54.4 7,0 o'o wic MBR n e a c n 0 d 1 1 go 1.0 1.0 9,5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 go 1.0 1.0 6.5 8.0 54.4 53.0 o'o KIT a n s a c n 0 d 1 1 go 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIVIFOY a n s a c n 0 d 1 1 go tO tO 2.0 5.0 30.4 23,0 15.6 a n w a c n 0 d 1 1 go 1.0 tO 4.0 6.0 54.4 39.0 0.0 a in w b c n 0 n 1 1 go 1.0 tO 4,0 7,0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a in e b c n 0 d 1 1 go 1.0 1.0 1.0 5.0 54.4 16.0 0,0 BR3 a n e b c n 0 d 1 1 go 1.0 tO 1.0 5.0 54.4 16,0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 go 1.0 to tO 5,0 20.4 16.0 0,0 vv rip h tS(::)ft Rig,,.Suite ReidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:25 Page 1 AM\ E:\Filesk r 0rton1228912289,rsr BR4 a n w b c n 0 d 1 1 go 1.0 1,0 4.0 5.0 54.4 32.0 0.0 wrightSoft Right -Suit® ResldenflalTM 5.0,33 RSR26017 2000-Sep-22 10:00!25 EAHe', orton2289=89ssr Page 2 z s" NZ D 4 3•a-.h XAk= Room O"L a z NO 10.6 1 6 --o -1'n 46 2S5 we 've-re' IT V) M 1 14- 3' wroth V.Lc- B.- I-d lo.;o 4 LL Iw u 7 is 13 PL- 10:6 10.6 t,,dl OP71ONAL 11 LD t. -of 42X42 A/C SLAB d BY BLDR MIN T -1 vLfm 2' FROM WALL fd s 7- IL--- 10.10 4-d 12.61 1-d FVYFR I Ou 175 z CF, 4 o c CD T CTI, Ou C4coCU QL 0i _j C:l aj Rating 01 z4M 001CoIL© MvSt have,e a Fg Ctesran,e F 4 inches -ld the air Citer Wr the State Energy Code. AU duct has an 1=6 -1-e 1 L- - --- --