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HomeMy WebLinkAbout177 Bristol Forest Trl 03-2762 New SFHPERMIT ADDRESS 1-21 Mf ft v ki CONTRACTOR Nufflumm RN1011= PROPERTY OWNER ADDRESS HNNNWs Centex Homes 385 Douglas Ave,, Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 SUBDIVISION Ak PERMIT # DATE PERMIT DESCRIPTION %,V k PERMIT VALUATION mA0% SQUAREFOOTAGE 9; 1 I 0 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR 3 NUSCELLANEOUS CONTRACTOR M PERMIT NUMBER FEE CERTIFICATE,OF OCCUPANCY / COMPLETION This is to certify that the building located at 177 BRISTOL FOREST TR for which permit 03-00002762 has heretofore been issued on 9/05/03 has been completed according to plans and specifications filed in the office of the Build' Official prior to the issuance of said building permit, to wit as j 1j)Swau w Qks c g, complies with all the building, plumbing, electri(_Al, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected \ UTILITIES: Water Lines In Sewer Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage 2 Maintenance Bond Street PavedASA PUBLIC WORKS: Street Name Street Signs IL/la?.S;M yL5 Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FF.RS PATn DATE APPROVAL DATE AMOUNT 11/07/03 9/05/03 10/20/03 9/19/03 9/05/03 9/05/03 9/05/03 9/05/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 177 BRISTOL FOREST TR for which permit 03-00002762 has heretofore been issued on 9/05/03 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-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 9/05/03 9/05/03 9/05/03 9/05/03 9/05/03 9/05/03 9/05/03 91.93 10.80 847.00 10.81 1384.00 650.00 1700.00 OWNER—• DATEr REQUEST FOR FINAL REINSPECTION DATE l/i/P , ADDRESS 17 J Z15-2,57 74 T/ '. iG CONTRACTOR cf iat=S THE BUILDING. DEPARTMENT HAS PREPARED A C.OF 0. FOR. THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS DENIED DUE -0. UTILITY RELAT cD ITEMS. THE CONTRACTOR IS REQUESTING A. REINSPECTION OF RELATED I T ELMS AND IS NOS-1 AS FOLLOWS. vv INSPECTOR sr; CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: a- 31 -d 3 PERMIT #: n a ADDRESS: CONTRACTOR: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineer' 2 0 Fire y-\ 1 R Public Works Utilities OZoning (A Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES I J BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I177BRISTOLFORESTTRAIL _ __ CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 54, PRESERVE @ LAKE MONROE 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): N' 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 63. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17/95 4/17/95 X NIA B10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In tty. FIS Profile ® FIRM Community Determined Other (Describe): B11, Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will 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, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 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. a Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclos are) 15. 0 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 14. 8 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14.2 ft.(m) o 0 Lowest adjacent (finished) grade (LAG) 11 .6 ft.(m) o g) Highest adjacent (finished) grade (HAG) 14, 6 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 as W N 00 E wro 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. CERTIFIERS NAME: WILUAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE LII' CUUE 320 E. SOUTH 5TRkETPA.18oh ( ' ORLANDO FL 32803 SIGNATURE ] - ra h I (,V, ) DATE TELEPHONE 12/ 15/03 (407) 426-7979 FEMA Form 81-31, January 2003 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, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porq Number 177 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Compbny NAIC Number SANFORD FL 32771 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 HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is - ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued 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 knowfedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2, A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone A0, G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT' OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 54, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS CERTIFIED TO AND FOR THE STRUCTURE MEETS OR EXCEEDS THE EXCLUSIVE USE OF: THE REQUIREMENTS SET FORTH IN THE COMMERCE TITLE COMPANY CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC PT GRAPHIC SCALE O 15 30 I m n to rnl'O IS o W O, \}/ LOT 53 SET WITNESS CORNER 15 rJ135. EASEMENT '_N ,-''.::i•`':(,-'s, LB //6393 (9/11/03) d UTIUTY __. -- .c; '.:,:'•:':.1,['; .''. `. m '>:.. n 1 ol Z RADIAL n IMAGE AND 3 ;:•Ai'.'... ..: _..: "o.•,':. t1Vr O \n A \s el 'o 3I 9A 1 1 g' DRA M12000 SxpPO cc'r•_•....;.,.:.. ,Po. c. P C n 55.1' - COVERED ENTRY 2 11 rN ONE STORY rn:...: "•+:'} BLOCK •o_,,:' `, Z 1 F'' r 9j10 IU CONCRETE RESIDENCE 63 A QOy,'N6 ryO \ I FINISH FLOOR ELEVATION=15.03 a\ O O I I yo o0 snuo . N, i S O 0, n\ OP Cn i I Oi. d`6`. r1 v j C3T U o i i N CG p 1 1 v I I A I I m iO0. v 1 m 1 II 00 LOT 55 PG CAM fV II n J 2RPp\Pi III G6 v OVi 1.- 14*21'41" 10 SET WITNESS CORNER LB #6393 (9/11/03) L=43.86' R=175.00' CB=S18'19'38"E C=43.75' 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 12-12-03, 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 I4AVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 54 BEING S 78'51'13" W PER PLAT. FIELD DATE:) 9-11-03 REVISED: SCALE: 1" = 30 FEET noPRnvFn nY• SJ JOB NO. ASM39668 DRAWN BY: 12-12-03 CK8 BOARD 9-18-03 CKB PLAN 08/08/03 SDO FIT 01-09-03 CKB 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 END FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH"'STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 Q- FND NAIL AND DISC LB #68 (12/12/03) FND 1/2" IRON ROD AND CAP LB #6393 (12/12/03) CNA CORNER NOT ACCESSIBLE 6 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 CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE - I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOT CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR - BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 003 FOR THE JA om, FIRM M R. USCATELLO JR. PSM# 928 DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \ D- 3 -0 PERMIT #: C ADDRESS: CONTRACTOR: PHONE #: 6W-:V tnIll J/D . 3('0/ q0' 1q0PWP--0f 14q The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. JEngineering Fire Y--\ 1 ;' 1 -u blic Works SV'0(64- OZoning ( Utilities OLicensing V- CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) S-06-203 12:S2PM FROM p 1 Ili IN ry,: •Irl:•`1v,„i.1 r Y CITY OF SANFORD PERMIT APPLICATION Permit it Date: Job Address; i Description of Work: Historic Disttict: Zoning: Value of Work: S Perruit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Po41 Electrical: New Service — # of AMPS` Addition/Alteration Change of Service Tempoy pole -- Mechanical: Residential Non -Residential Replacernm New (Duct Layout & $aergy Qli. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines PlumbingfNew Residential: # of Water Closets Plumbing Repair - Residential or Cotntncrcial Occupaucy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: of Dwelling Units: _— Flood Lone: (FENIA form roquired for otcc-r L,,an x) Parcel if: ( ArT2ch Proofof Ownership & Legal Description) Owocrs Name & Addrms: Centex Homes 385 Douglas Ave. Suite 2000 Al tnmonte Springs, EL_32714 _ Phone. 407-661-2150 _ Cocktr;ccorName &'Address:_ Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando, FL 32806 EC0002494 StateLicenseNumber;' Phone K Fax: Fax 467—S51-1 ? Fi Contact Pei•sonJohn Findlay— Phone: 407-851-1220 I; ondino Company: ddres. c. lortlgagc Lender: T — AQdkiiis ArehiiecVEn, ineer: Adq( us Phone: hnx: Application is hereby made to obtain a pumic to do the work and installations as indicated. I certify that no work or install3non has commencc4 pno; l;, I I issuancemnceOrapevatatandthatworkwillbeperformedtomeetstandardsofalllawsregularingconscucrioninthisjurisdiction. I understand chat a separetc P-rlimustbesecuredforELECTRICALWORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIF-r ?gDIT10NERS,ctc. QwkNFR'S AM, DAVrr: I certify that all of the foregoing information is accunte and that all work will be done in eorrgstianec with all appiicat,lr. Ic • ; r cp.4lannp, corupucdon andzoning, WARNING TO OWNEIL YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R5SUI,l IN TWICE FOR QrfPROVEMENTS TO YOUR PROPSRTI'. t, YOU rNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A170j:NEYBEFORERCCOROINGYOURNOTICEOFCOMMENCEMENT. NOTIr F In addition to the requirements of this permit, there may be additional restrictions applicable to this p t at may be found in the public rrconls o; his cwnty, and there may be addidonai permits required from other governmental erid6es such a5 wa emcnt diStrcts, slalc U cdcl l rrncies Acccptaccc of permit is veriGc:ation that I will notify the uwner of the property of the re Jo s S 7 Signature of Owner/Agent UaA,56WMContractor/Agent UatcNina Owner/Agent' s Name Spaacure of Notary4t3tc of Ftprida' Dacc Owner/Agent is — Pcrsonalls Kno\%tI to Me or Prndue0.(l IL)I. Y ION Ai11ROVEU IiY: Uldb .... —_-- Luninb: Initial &.I.)atc, . Charles Cannon Print Conh' actor Agent' s Name Signature of N'n ry•State of FlondL-- h{YCc)IJ z Si 1: DT)0?32L8 ontractpr/Ac; .: is / ItcrsunaC\ l nnwn tii v5 ar oa EXPI.ES Ivlasch23,20U5 L-gp¢3-NOTARY FL NCL• —--- 'xx SeraL^3 rfi tionC!re3, Ina I:U: Initial & Iitll\ I c" ) Jlei lln l131 tt V'J!; 1+.7.` Y I C+.' 3 . C R A, I CFI*,, OF SAN ' .D PERMFI APPLICATION k., K d+ 5 Permit # _ - l Da e: Job Address: Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poal.__ T_._._. L Electrical: New Service — # of fjMPS Addition/Alteration Change of Service Temporb2ry Pole v Mechanical,! Residential Non -Residential Replacement New (Duct Layout 4i jEpergy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial^ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for: otJ).cr Man X) Parcel #: Owners Name & Address: Contractor Name &Address: Phone& Fax: J AKfi` MA FRfjj2MA Bonding Company: _ Address: Mortgage Lender: Address: Architect/Engineer: _ Attach Proof of Ownership & Legal Description) Phone: License Numbe Phone: 17 5E.130a44 a. Address: _ Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or inftallation has conm-lerrced 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'applieabi.c lz.ws rey_Etjaing construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR I'is.',`aIG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I MI notify the owner of the property of the requirements of Florida-L en F 3. J. L awl© SignatureofOwner/Agent Date¢,yrature .onczctor/Agent Date o6erf Cam. ()le [lv Lts-:o Print Owner/Agent's Name Prin Contractor agent's Name SDI C53 Signature of Notary -State of Florida Date Sienature of No--N-State of Florida Date Ourier/Agent is _ Personalh tinown to Me or Contractor/Ag; ..: a _Personal) Known to Me or Produced ID Product': APPLICA1 ION APPROVED BY: Bldg: Initial & Date) Saccial Conditions: Zoning: Initial & MIRINDA C. TURNER FD:_ Ir ial & Daic EXPIRES: June 14, 2007 Bonded Thru Notary Public Underwriters CITY OF SANFORD PERMIT APPLICATION Permit #: _0, Date: 0 S Job Address: 177 4Y I' ifc /Q r cc' T ?2 • K l oin 'i('P1SC' r Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing 41 Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z_ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: C4,,t4 ,,,c-,1 C/ooWactor/Name &Address: l(,X,4ACA /(,6; 1'4 `-2 2 State License Number: C, , — O y 7 bQ iS Phone & Fax: .Z ©C r7 C92 Contact Person: d Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: 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 YOUIZ PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date dL,14rle5:r xrtialvi. Print Owner/Agent's Name Pr' G,ontractor/Agen 's a e J Signature of Notary -State of Florida Date a,(ff%Not k Date MY CAMMISSIO 164280 EXPIRES: November 12, 2006 Bon d Toudget Notary services Owner/ Agent is Personally Known to Me or Contrdfflfr/Agent is Personally Known to Me or Produced ID Produced [D APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: COUNTY OF SEMINOLE \ '_ IMPACT FEEFEE STATEMENT ISSUED BY CITY OF SANFORD ' STATEMENT NUMBER 103=75680 _ DATE: She F1 AT ADDRESSn APPLICANT 7 ADDRESSg LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYP[ DIST SCHEDULE DESC. UNIT OF UNITS KOADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705,00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,384.00 STATEMENT RECEIVED BY: PLEASE PRINT NAME) AM0JNT DUE $ 2,285.00 SI8NATUREu/ -----_ DATE __ DTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ANSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY N 0 ' ** PERSON8~ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RERUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, DR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTU PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LE T OF THE NQTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE KAWME WNW, CLERK OF CIRCUIT COURT MINOL.E Cawy RK 04983 PSG 1311 CLERK'S # 2003150a31 WXORW 08/27/M3 0e67s49 Nil RECORDING FEES & 00 RECORDED BY b Nolden THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 9,PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Properly: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. 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: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Riggs OFFICE MANAGER 1OR CENTEX HOMES, 383 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSAUMBNr WAS ACKNOWLEDGED BEFORE ME THUS AUG 15 2003 AUIJ BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION t6WA 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. ,,tt o o uu COPI MARYANNE MOITBE r CL;..:P'K OF CIRCUIT COU" SEMINOLE COUNTY, FLORIDTI NOTARY PUBLIC DFP! ITY a'.UR16 JACKIE CAINES Ndmry Public State of Florida My Commission Expires Jon 21, 2004' Commission # =91727 0 CITY OF SANFORD PERMIT APPLICATION Permit #': - - Date: S_ `q Job Address: Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING 1 Historic District: "Zoning: Value of Work: $ `P LI Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— D 5 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: Contractor Name&Address: PATRICK J. KNIGHT/CENTER HOMES (SAME AS ABOVE) State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: Address: NA Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P-0_BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. AUG 15 2001 Signaturcoi-0to Agent Date SignatureofOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID PAT KNIGHT Pant ontl, ctor/Agent's Name IlUG 1 5 2003 d ignature olNotiry State FI iia °` Date r i 1 " ' t'd r•..r L Contractor/ Agent is X X Personally Known Co tole or`•-`=' Produced ID APPLICATION APPROVED BY: Bldg•'w u ^L9 Coning: Initial & Date) (Initial & Date) Special Conditions: Urilitics: FD: Initial & Date) (Initial & Date) 145L1Sb. LA a- El n 3 4 5 6. Date City of Sanford Building Division 16 qO2, Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating looter 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, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. c. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is 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: p I . Garages/Carports _ _1 ! _ sq. It. 2. Porclies/Entries -- sq.11. 3. Patio(s) sq. ft. 4. Conditioned Stnrcture - sq. tl. Total Gross Area d2(p sq. tl. Three (3) sets of completed Florida finergy Code Dorms. Soil analysis and/or soil compaction reports If soils appear to be unstable or if structure is to be built on till, a report may be requested by the l3uilding Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. Septic tank permit issued by Seminole County Health Dept. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fce statement. C. Property ownership verification. f. Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. if electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subiect to penalty under city ordinances. AUG. 1 5 2003 Owner/Agent Sir,natm Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL C> Scnlin(Ar Counto Aiprrty o4i ppnT7YC1 C1Clti'}fPl p 111 t <<.. h'I rFl ,I'll. a sanford F'1. 32771 s GENERAL 2003 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000- 0540 30-502- Tax District: WATERFRONT 000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 177 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 54 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 1 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000054(... 8/15/03 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jack-e Caines or Nan Holmes to sign permit applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT W COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this AUG 1 .5 2003 by Patrick J. Knight, Division President of Centex -Homes - Orlando). He is personally known to me and did not take an oath. ANtOTARIY PUBLI F 7 n.c JrderWrteis PLOT PLAN DESCRIPTION: (AS FURNISHED) 101 54, PRESERVE A-1- LAKE MONROE AS W-CORDED IN PLAT BOOK 62, PAGES 12--15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA hllWf_FRViOUS, EAT CM ATIONS (LOT ONLY) 54 CONTAINS 9174 SQUARE FEET 1, (LOT ONLY`) FHIS STRUCTURE CONTAINS 2120 SQUARE FEET TOTAL CONCIRFIE 501 (WITHIN LOT ONLY) SO, Fr 1 TOTAL SOD 655,5 SQ,F, PFRCENT OF CONCRETE & STRUCIURE TO LOT 29% J_ I " )Q' 15 30 I 0 I HOILDING SLWACKS FRON F: 25' REAR: 20' SIDE: 5, CORNER: 15' PREPARE[) FOR CENTER iiomrs LOT 53 SQUARE FOOTAGE (UP TO CURB) LOT 54 UP TO CURB CONTAINS 9641 SQUARE FEEL I THIS STRUCTURE CONTAINS 2120 SQUARE FEET F CONCRETE 808 So FT, A, INCLUDING (SIDEWALK/APRON) TO TAL SOD 6713 SQ, FT, Pi it 0. 0 0, 0 0 1N0- o p- A b 10 0 0 0, N, 00 0 0 w"') FA, o b LOT 55 5 TyGOIAL, n -7, " I ELEVATIONS SHOWN ABC PER LOT GRADING PLAINS PROVIDED DY THE CLIENT, THIS PLOT PLAN IS INTENDED FOR PFRETIFJ NG PURPOSES ONLY, THIS IS NOT INTENDEDFOR THE C'ONSTRUCTJON OF THE PROPOSED HOUSE, REFER 10 HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA URNISHED BY CLIENT AND IS FOR INFORMAJIONAl- PURPOSES ONI-Y, THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F,I,R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS 10 111 IN ZONE X, AREA OUTSIDE 100 YEAR fLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 51 BEING S 78'51'13" W PER PLAT, FIELD DATE 1" -30 FEETSCALE:_________ APPROVED BY: —S,) JCL? NO. LIC" DRAWN BY: LASMI9AASM391)66 FANG, 0,11 P2()03 22512 PM REVISED: T PLAN 08/06/03 SDO ril 01-09 03 CAN A= 14'2 1 '41 L=43.86' R=l 75,00' CB=Sl 8'1 9'38"E C=43.75' LEGEND 0. 0 0, 0 0 1N0- o p- A b 10 0 0 0, N, 00 0 0 w"') FA, o b LOT 55 5 TyGOIAL, n -7, " I ELEVATIONS SHOWN ABC PER LOT GRADING PLAINS PROVIDED DY THE CLIENT, THIS PLOT PLAN IS INTENDED FOR PFRETIFJ NG PURPOSES ONLY, THIS IS NOT INTENDEDFOR THE C'ONSTRUCTJON OF THE PROPOSED HOUSE, REFER 10 HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA URNISHED BY CLIENT AND IS FOR INFORMAJIONAl- PURPOSES ONI-Y, THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F,I,R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS 10 111 IN ZONE X, AREA OUTSIDE 100 YEAR fLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 51 BEING S 78'51'13" W PER PLAT, FIELD DATE 1" -30 FEETSCALE:_________ APPROVED BY: —S,) JCL? NO. LIC" DRAWN BY: LASMI9AASM391)66 FANG, 0,11 P2()03 22512 PM REVISED: T PLAN 08/06/03 SDO ril 01-09 03 CAN A= 14'2 1 '41 L=43.86' R=l 75,00' CB=Sl 8'1 9'38"E C=43.75' LEGEND SE TRACK LINE CFNILPi WE RIGHT OF 'NAY I-N[ lo)l PROPOSED ELEVATION PROPOSED PP,VFJAGE FLOW CONCRETE i 0 LAFD SURVEYING BUSIM SS L s LANO SURVEYOR 1'I-41i PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTRO_ POINT F) 11 M PLAT MEASURED FND I OWAD C/W ONCRf: IE NATO s/w Sltlf_WA: P GF, ON('RFIE FAA PG 4' AT NO 0 P RA015 Pi;,_ PAGE`:, A1111\_11-\\ PC M,W MINIMUM LOY WOTIf 6 r'O!NI ON 1301JNDARY PCC PONTOF COMPOUND CURVATURC POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVI-[ OPMEN I A DC-NOIFS DELTA ANGLE DENOTES ARC LENGTH c 13 DENOTES CHORD WAREING PC NOTES POINT QF ClWVATURF F) i DENOTES POINT 01 INSEPSECTION I'[' , G DENOTES POINT OF RFV[R',_,C CURVATURE - I DENOTES TN ESPOTOF TANGENCY l, TyTYPtCALA/ C AIR CONDIMONDR COW CONCRETE BLOCK WALL PF, RADIUS POINT cl, CONCRETE SI,A0 C HORD LENGTH so ( I SOl - JAR r FEET 11 G NATURAL GRADE 0 / A; RIGI iT - Or -WAY A, IEC[ C( K D, :C'SU [ZYF CERPFICAlION OF AUTHORiZADON NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 ( 407) 426-- 79 79 I . THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TREE 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 ry FOR v/ THE FIRM LEN K. [Fffl S__ GPSMM/k j DATE PLOT PLAN DESCRIPTION: (AS FURNISHED LOT 5, PRESERVE AT LAKE MONROE AS RICORDE_L" IN PLAT BOOK (32, PAGES 12--15 OF TFIF PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPCRM0US CAf.CULATIQNS (LOT ONLY) LOT 54 CONTAINS 9174 SQUARE FEET i (LOT ONLY) THIS S RUCTURE CONTAINS 2120 SQUARE FEET t TOTAL. CONCRETE. 501 (WITHIN LOT ONLY} SQ. II t TO TAI SOD 6553 SO _ T L .i_ PLRC[NT OF CONCRETE & STRUCTURE TO LOT 2971 _L I" M 30` GRAPHIC, UC SCALE Q IS 3o z 0 Q C) 07 L l cC m Go p C.Af N LOT 53 SQUARE FOOTAGE (UP TO CURB) _ LOT 54 UP TO CURET CONTAINS 964' SQUARE FEET_D THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 808 SQ FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 6713 SO, FT', t r> r c.0I VI U.on 6 1 1 A 0 r s J 517 v A y \t F T- C) I t 1 I vY LO I 55 c L.' 1'73 MENiA 1 I U SIUTY F-_-„ aRRENACF ANC C.. z - t3 1f A-14'21'41" 44' L— 43, 86' R-175.00' CB=S18*19'38"E C=43.75' LWILDING SE IE?ACK FRONT. ICE FAR: 2() SIDE: 5' CORNER: 15' PRI_PARM FOR: CENTEX ITOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY, 1I-11S IS NOT INTENDED FOR THE CONSTRUCTION Of - THE PROPOSI D HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCIIEN, ALL BUILDING `;ET 13ACK LINE`_, SHOWN HEREON IS PER DATA I URNISI iED BY CUEN I AND IS FOR INFORMATIONAL PURPOSES ONLY THIS IS NOT A SURVEY THIS IS A PLOT FLAN ONLY I HAVE EXAMINED THE.. FA RM. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PfROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHER!_Y I-INE OF L01 S4- BEING S 78'PI'1.3" W PER E'I_ AT. FIELD DATE.) SCALE: i v30 FEET APPROVED BY: SJ JOB NO..ASM39 f8 DRAWN BY: Gansr+asTAsrw+assso.Deh=c, QtI vaWs ass 12 Prvt REVISED: PLAN ©B/08/03 SRO FIT 01-09-03 CKIB LEGEND RiPI DING SE Tt3A„K LINL Cl NTLRj_1NE K;liT OF WAY LINE XfiXXX PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE iF3 A`,) SURVF ING EJSNESS LS IAND SURVLY R PRM PERMANENT Rl f ERENCL MQ,NUMENT PCP E RMANENT CONTRJL POINT P) PLR PLAT M) MfA.URED FND IIIINC C/W C RETE WALK S/W S IB(.',,A K CON R TC PAC PB T BOOR R RAO US PGS PAGF> m 4'f Pc: VI MLW MINIMUM LOT WHRIIl Poe PO;NT ON BOUNQAR' CC POINT OF COMPOUND CURVATURE IC POINT ON CURVE OR OFFICIAL RECORD PD FIANNI:D DEVLIOPMENT Ll P[NOTF S DELTA ANGIE DENOTES ARC LENGTH C 13 OEN \i _S C.10.RJ PE APR FIG PC F_HOTES POINT OF CURVATURE PI OFF101ES POINT 01 !N1ERSECTK)N I'' RC PCN I- PONT OF REVERSE CURVATURE PT DC-'0 TE S POINT OF TANGENCY TYP TYPICAL A/ C AIR (VDITIONEI; CC W CON R : TF BLOCK WALC. Rp RADIUS POINT cs ON RETr Si AD C CHORD LENGTH S}- IT SQUARE FEET FIG N,AtURAL GRADE R/ W RIGIll-OF-WAY AMERiCAN SURVEYING_ & MAPPING CERTIFICATION OF AU HORIZATiON NUMBER LD#6393 320 EAST SOUTH STREET, SUITE 180 ORLANfDO, FLORIDA 32801 ( 407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3_ NOT VALID WITHOUT THE SIGNATURE AND TFIE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, FOR THCFIRM N K. BELV, PSM J422Y4 DATE ORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Depaitment Of COMMunity Affairs Residential Whole. Building Performance Method A Aloject Na-me:- 1692 LMR 54 Builder: CENTEX HOMES Address: 177 BRISTOL FOREST TRAIL Fienfliftitl(j OffiGe: CITY OF SANFORD ktity, State: LAKE MONROE , 11 Permit Number: Ownec CENTEX 1101TES Jurisdiction Number: 691500 Climate Zone: Central I New constitictimi or vx1shu'r New I? Cooling„ systems 2- Single family of 11111111 rairilly Singh: Imifily a Cciltral Unit Cap: 30-0 k1flu/Ju I- Number of units, if multi -family t SITT: 4 Number of, Bedrooms 3 I) N/A 5. Is this a worst case`? Yes 6- Conditioned floor area (tl') 1610 W c. N/A T Glass area &. type a Clear - single pane 152 0 I't' II- I leming systems 1) Cleat - double, pane 0 0 W a Electric Near Ptmrp ('at) 30-0 kIllu"Irr C 'fint/ otherSit(W single pane () () W IISIT: 180 d 'I' lilt/otherS116C double pane 0 0 W 1) N,, A 9 Hoof types a Slab Oil 0xic ridge Insulation R 0 0, 1 12 0(p) If c N/A 1) N/ A N/A 14 Hol water 'WACIJI's W311 tvl) cs a FIC( tm- Resistance (':Ip: SO 0 gallons a Concrete, Int litmil, Exic"m R 11, 0 It? FF 0 8(, 1) Frame, Wood, AdIm "it R I 1 0, 2 M 0 I't, 1, N/A c N/ A d N/ A c Conservation credits e, N/ A 111Z 11cm recovery, '-'ohl 10 CcIling () pes I)1 [I' [)"dwmcd lical pump) a Under Attic R 19 (), I 109 () It 1, 1 IVAC cwdits 1) N/ A CI c Ceifing L111, CVCross ventilation, c. N/A IIF-Whole house Can, I I Ducts Sup: thic Ret. Unc. All. (Jmagc Sup R 6 0, 1 0 It NIZ C-Multizolic cooling, o N/A Multi"mic heating) Glas-,/Floor Area: 009 Total as -built points: 22329 PASS Total base points: 243159 I hereby certify that the plans and specification's covered Pc view of the plans and by this calculation care in compliance wills the I lot i(L) specilir-'ations Covered by this 0 Frim y code, calculation Indicates compliance', PREPARED BY' y with the 1-forida I'llen,-(ICode. Before construction is completed D ATE: AU L LO L this building will be inspected for I hereby certify that this building,compliance as designed, is inwithSection553.908 compliance with the Florida energy Code - Florida Statutes. W t OWNERIAGENT- BUILDING OFFICIAL: DATE. -- AK-0 7 2003 DATE' FilmlyGouge-0i) (Versio(l1- 1 W"Sui V3.2) 23PUMMMOORM 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 SPM X SOF Points 18 1692.0 2538 78517- Single, Clear W 1.4 6,0 32,0 5147 0-93 1589-8 Single, Clear 8 1.4 6.0 32,0 44-66 089 1268.3 Single, Clear F 1.4 &0 40.0 59.31 0.97 2298.3 Single, Clear E 1.4 6-0 32.0 5931 0-93 1765.0 Single, Clear N 1.4 6-0 16.0 27.96 095 424A As -Built Total: 152.0 7345.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 2300 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956-0 118 1128.1 Exterior 9560 1.90 1816A Frame, Wood, Adjacent 11.0 230-0 0.70 1610 Base Total: 1186.0 1977.4 As -Built Total: 1186.0 1289A DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28,8 Exterior Wood 20.0 7.20 144-0 Exterior 20.0 4.80 96-0 Adjacent Wood itro 2A0 432 Base Total: 38.0 124.8 As -Built Total: 38,0 187,2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1709.0 2.13 36402 Under Attic 19.0 1709.0 2.82 X 1.00 4819-4 lase Total: 1709.0 3640,2 As -Built Total: 1709.0 4819.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 172-0(p) 31.8 5469 6 Slab -On -Grade Edge Insulation 0.0 172.0(p 31.90 5486-8 Raised 0.0 0.00 00 Base Total: 5469.6 AS -Built Total: 172.0 5486,8 INFILTRATION Area X BSPM Points Area X SPM Points 16920 14.31 24212.5 1692.0 14.31 24212.5 EnergyGauqe@ DCA Forrvi 60OA-2001 EnergyGauqe®R/FlaRES'2001 FLRCSB v32 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details t4Ll8.JR SS. 9 9 9 B ASE AS -BUILT Summer Stammer ase Points: 323 6a3 Summer As - Built Paints; 32367.2 Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x A11r)) 32367.2 1-000 1.087 x 1.150 x 1-00) 0.284 0.950 10922.7 336m6 a426 1379449 3267m2 1 a0 1 e20 o2$4 490 1 Q922.7 0 EnergyGauge7"' DCA Form 60OA-2001 EnergyGaugeO/FiaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Residential Whole Building Performance Method A - Details BASE AS -BUILT GLASS TYPESF,18 X Conditioned X BW PM =Pointsl Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1692,0 5,86 1784.7 single, Clear W 1A 6.0 32.0 10,74 1-01 346.7 Single, Clear S 1.4 6-0 32.0 733 1.04 257.1 Single, Clear E 1.4 8-0 40.0 9.96 1.01 402.0 Single, Clear E 1A 6.0 32O 9.96 102 3238 Single, Clear N 1A 6.0 16-0 12-32 1-00 196.5 As - Built Total: 152.0 1526-2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 230-0 1,80 41C0 Concrete, Int InSUI, Exterior 4.1 956.0 3.31 3159-6 Exterior 9560 2-00 19120 Frame, Wood, Adjacent 11.0 230.0 1.80 414.0 Base Total: 1186.0 2326.0 vas -Built Total: 1186.0 35716 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4,00 72-0 Exterior Wood 200 760 152.0 Exterior 20.0 510 1020 Adjacent Wood 18,0 5,90 1062 Base Total- 38.0 174,0 As -Built Total: 38,0 258-2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1709-0 0.64 10918 Under Attic 19-0 1709.0 0.87 X 1.00 1486.8 a Base Total: 1709.0 1093.8 As -Built Total- 11709.0 1486.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab VZO(p) 1-9 326.8 Slab On -Grade Edge Insulation 0.0 1720(1) 250 430.0 Raised 0-0 0.00 0.0 Base Total: 326,8 As -Built Total: 172,0 430-0 INFILTRATION Area X BWPM Points Area X WPM Points 16920 0-28 473.8 1692.0 -0.28 473-8 EnergyGauge( O DCA Form 600A-2001 EnerqyGauqr,,@/FIaRES'2001 FLRCSB v3_2 FORM 600A-2001 AS-BUILTBASE Winter Base Points® 4577.9 inter As - Built dints: 01.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points LAM x DSM x AHU) 6801.0 1.000 1.078 x 1.160 x 1.00) 0.438 0.950 3535.2 4577.9 0.6274 2372.2 1 6801.0 1.00 1.250 0.433 0.950 3535.2 EnergyGaugeTm [MCA Form 60OA-2001 EnergyGauge@1F1aRES'2001 FLRGSB v3.2 FORM 60OA-2001 AL I ADDRESS:,,, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 2564.00 7692-0 5(r0 0.86 3 1.00 2623-63 1,00 7870-9 As -Built Total: 7876.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Not Water Total Cooling + Heating + Not Water = Total Points Points Points Points Points Points Points Points 3535 7871 EnergyGaugeT" DCA Form 600A-2001 EnergyGauge&I'laRES'2001 FLRCSB v3.2 FORM 600A-2001 Code i `Checklist Residential Whole Building Performance Method A - Details 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST I OMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606 1 ABC.1.1 Maximum 3 cfm/s(I-ft.—window area 5 cfmisq.tt, door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate-, joints between exterior, wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between wails and floor_ EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends frorn, and is sealed to, the foundation to the top pl - tc Floors 606.1_ABC_1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABCA 2.3 Between walls & ceilings, penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at p netrations and seams. Recessed Lighting Fixtures 606.1_ABC.1.2.4 Type IC rated with no penetrations, sealed; of Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi story Houses 606 1 ABC 1 2.5 Air barrier on perimeter of floor cavity between floors_ Additional Infiltration refits 606.1 ABGA.3 Exhaust tans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) TbFeaker COMPONENTS SECTIONREMENTSCHECKWaterHeaters612.1y with efficiency requirements in Table 6-12. Switch or clearly marked circuit electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools &Spas 6121 heated pouts must have covers (except solar heated)_ Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 781% Shower heads 612 1 Water flow must be restricted to no more than 2,5 gallons per minute at do PSIC. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607 1 Separate readily accessible manual or automatic thermostat for each system. insulation 604.1, 602.1 Ceilings -Min. R-19. Gommon walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11, EnergyGaugell DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPI--j) DISPLAY CARI) AL ES'FIMA'FED MERCY 85.1 The higher the score, the 111orc of cieW the 110111c. I New construction of existing New 12 Coohni systcfns 2, Single family of multi -flintily Single favilify a Central Unit Cap: 30,0 k1liti/fir 3. Number of units, if multi- f-1-111111y I SEIT: 12.00 4. Number of Fic(booms 3 b, N/A 5, Is this a worst case? yes 6- Conditioned floor area (fl) 1692 ft' NiA 7, Glass area & type a, Clear single pane 152.0 IV I bleating systems b. ('leaf - double pane 0.0 h -I a Hmm, 11cat Volly Cap: 10.0 kiltu'lit c- Tiot/olhcr SI I(;(, - sil1j"Ic pane 0.0 R' I lSI'F- 7-80 1, Tiot/other sit(;(, double pane 0,0 ft, b. N/A 8. Floor types a- Slab -On -;radc Fdge Insulation R 0 O„ 172-0(p) It c N/A 1) N/A c, N/A 1.1 Hot %valcf SyMcms 9- Wall types ;I 11ccloc Resistance Cap SO 0 gallons a, Concrete, Int losul, Exterior R 4,1,9500 f IT: 0,86 1) Frame., Wood, Adjacent R 1 L0, 2 30.0 ft1) N/A c, N/A if N/A c Colvxy%mmn credits e, N/A (11P heat recovery, Solar M Ceiling types 0111, Dedicated heat pump) a tinder Attic R 19.0, 1709 0 It' I S. TIVACcredits b, N/A (Cf; Ceiling fan, Cv Cross ventilation, c. N/A I IF- Whole house fan, IL Ducts P F h ogi 311"llable'l-licR mosi;11, a Sup: Uric- Rct: lhic. All: Gaiagc Sup, R 6,0, 1,0 ft Rli Attic radiant barrier, b- N/A NIZ C Nlktlilzorlc Cooling, NIZ 11 Mollizone heating) I Certify that this home has complied With the Florida Ftwigy Flfficiciwy Code For Building Construction through the above cileigy savilij, features which will be installed (of exceeded) 0 I 1E S 7-,, in this home befotc final inspection. Odletwise, a new FIT Display Card will be completed based on Installed Code compliant leatiries. C) AUG072003Builder Signatum Date- Jk- 11" JAddressofNewIlome177BRISTOLFORESTI-R, City/Fl, Zip: LAKE M-ONROE/327-47 .0 NOTE: The home's csti1natedi'ller-gyp cr/6r[t) an ccscole is only ovailable through the This is not a Building Energy hating. if yourscore is 80 or greater for 86fi)r a US EPAIPOE your home may qualifyfi)r energy efficiency mortgage (1,EA1) incentives ij'you obtain a Florida Energy Gauge Rating. Contact the Energy Gouge Hotline at 3211638 1492 or sec the Energy Gouge iveb site of viivw.fwc-utf edufi)r information and a list of certified Raters_ For infi)rntatron about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. Unergy( iauge`k) (Version: ITRCS11 0-2) 0 03/26/2003 10021 DEL AIR --) 4076614089 NO.347 P008 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 09-05-02 For, CENT FX HOMES Weather Orlando AP, FL, US Winter Design Conditions Outside db 36 OF Inside db 70 OF Design TD 32 'F MEEMES w Outside db 93 OF Inside db 75 OF Design TD 16 IF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27518 Btuh Structure 19515 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27518 Btuh Use mfg. data n Rate/swing multiplier 0-98 Infiltration Total sens- equip- load 20095 Btuh Method implified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 internal gains 920 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 2661 Btuh Area (ft) 1692 1692 Total latent equip. load 5056 Btuh Volume (W) 13536 13536 Air change our 0-80 0,40 Total equipment load 25151 Btuh Fquiv, AVE (drn) 180 90 Req. total capacity at 0.70% SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.6 HSPF Efficiency 12-1 EER Heating input Sensible cooling 20440 Btuh Heating output 0 Btuh 47'F Latent cooling 8760 Btuh Heatin temp rise 0 ftF Total cooling 29200 Btuh ActuaReating fan 1000 cfm Actual cooling fan 1000 cfm Heating air flow factor 0.036 d"Btuh Cooling air flow factor O.051 cfm/Btuh Spam thermostat Load sensible heat rate 80 B01COUriC WoeS have be" Imnuafty ovwdddan Printout certfied by ACCA to meet all requirements of Manual J 7th Ed. 1L--.Z:>fX Right-$iiteReskle(Mal—S-5.0613 200X&4W-26W.10M 4EON F-!Iril.%C.16W\1692,11. Page 1 03i26/2003 10:21 DEL AIR 4 4076614089 NO.347 P009 U RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATINGAIR CONDITIONING,R jot), 1692 04-05-02 1 W COMMERCE STREET, LAKE MARY, FL, 32746-6206 Prwm: (407) 831-2fM 1. . . -- - - . '-f.0 I- Winter infiltration AVF 0.80 ach x 13536 W x 0,0167 180 ctm 2, Winter infiltration load 1-1 x 180 Gfm x 32 'F Winter TD v 6353 Btuh 3, Wntc-N infiltration VII-M 6353 Btuh 190 W Total window 33-4 Btuh/ft' and door area I- Summer infiltration AVF 0-40 ach x 13536 11? x 0-0167 90 afm 2, $ummer infiltration load 1.1 X90 cfm x 18 'F Summer TD 1787 Btuh 1 Summer infiltration HTM 17$7 Btuh 1 190 112 Total window 9.4 Btuh1W and door area Procedure C ® Latent Infiltration Gain 17-0 - _9 _X 469 :r/:,_ rut;vuuru u - r-quipiluellL OW119 L_VdUZ, ll. Sensible sizing load Sensible ventilation load 1.1 x 50 ch-ri vent. x 18 'F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 19515 Btuh Sum of ventilation and structure loads 20505 Btuh Rating and temperature swing multiplier x 0,98 Equipment sizing load - sensible 20095 Btuh 2, Latent sizing load Latent ventilation load 0.68 x 50 c.fm vent. x 43 gr/lb moisLdiff- = 1474 Rtuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2661 t3tuh Equipment sizing load - latent 5056 Btuh Construction Quality is: a No, of Fireplaces is: 0 BQ1d4tWtc- vVohove bc4tn manwDy ovorddden Print" certified by ACCA to meet all requirenwnts of Manual 3 7th E& vVr- j9htSCD&t Right-SuiteRes;4e"-5,5-06RrR26013 2003-Mar-26 W10:33 ACCk E:finivsAotaeat 2ow189zimry Page 1 e3/26/2003 10:21 DEL AIR 4 4076614089 N0.347 P010 RIGHT-J WORKSHEET Entire House1hDELAIRHEATINGAIR CONDITIONING,R Job: 1692 OM5-02 109 COMMERCE STREET, LAKE MARY, FL 32746-646 Phone; (407) 831-2665 AL J: 7tti Ed. - 1 Name of room Entire House FOY BR3 GREAT RM 2 Length of exposed wall 172.0 It 22,0 ft 35.0 It 20.0 ft 3 Room dimensions 7-0 x 11.0 ft 13.0 x 16.0 ft 17,0 x 20,0 It 4 Ceilng_,zi Condit Option 8,0 ft heatfcoN d 8,0 it heat(cool 8.0 ft heat/ociol 8.0 ft heavc0of TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (RtUh) Area Load (Btuh) EXPOSURE NO4 "tg Cg (ftj Htu C19 ft) Htg Cig Hfq Clg 10 fitg Clq 5 Gross a 14B 4,6 2A 1128 6 280 160 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 32 1,2 248 120 0 partitions a 00 0,0 0 0 0 0 e 0-0 0.0 0 0 0 f 0.0 0,0 0 6 Wndcmrs and a IC 37,0 - 112 4140 - 0 0 32 1183 1183 glass doors 11 8C 37.0 - 40 1478 - 0 a 0 a r32 00 Heating c 9C 383 - 0 - 0 0 0 Q 0 a d Ic 37,0 - 0 0 - a 0 0 0 0 0 e 7L 20.8 - 0 0 - 0 0 0 0 f 0-0 - 0 0 - 0 0 0 0 0 0 7 Windows and North 20.4 51 1040 a 0 1 21 32 653 glass doors NFJNW 0,0 0- 0 0 0 0- 0 Cooling FAV 844 101 5494 0 0 31 1684 0 0 SFJSW 00 a 0 0 0 0 0 0 0 South 0,0 0 0 0 0 0 0 0 0 Harz 00 0 0 0 0 0 0 0 0 8 Mer doors a IOD 14,7 9,9 20 21)4 1" 20 294 log 0 a a 0 0 b 10D 14,7 99 18 265 179 18 2.65 179 0 0 a 0 0 0 S - - 20 --i-1) 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2A lj 4,405 19459 30 166 74 248 1143 511 31 128 590 204 exposed b izC Z,q 1.9 0 0 0 0 0 0 0 0 00 0 0 a walls arw C 13C 3,2 1.2 230 725 269 102 521 119 0 0 00 0 0 partitions d 00 0.0 0 0 a 0 0 0 0 o 00 rl0 0 0 a O'D 00 a 0 0 0 0 0 0 0 00 0 0 0 0. 0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 15D 1,7 22 1709 21 9a UU4 77 131 171 208 3154 353463 340 577 757 b 0,0 0,0 0 0 0 0 0 a a a 0 0 0 00 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 a O'D 0-0 0 0 0 0 0 0 0 0 U 0 0 0 I 0.0 00 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors, a 22A 25.9 0.0 172 4458 0 212 570 0 315 907 0 zu 14 0 Note: mom b 190 1.1 U.0 0 0 0 0 0 0 0 0 0 0 0 U perimeter C 010 TO 0 0 0 0 0 0 0 0 0 0 0 0 is diqA, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 a for slab e 0.0 0.0 0 0 0 0 0 0 0 U 0 0 0 U floors) f 0,0 Q'o 0 0 0 0 a 0 0 a 0 0 0 U 12 Infiltration a 1 334 9.4 Igo 6353 1787 30 1271 357 32 1070 301 2 1070 301 13 SUMIRI l0SS=6+8-+1 1+12 - 25017 - 30IB 4655 3938 Less external heating - 0 - 0 0 0 Less transfer - 0 - 0 0 0 Heating redistrib0on - 0 - U U 0 14 Dvot ton 10 2502 - 100 302 10% 466 100/, 304 1- 5 Total loss = 13+14 27518 3320 5121 4331 16 InL gainv People a 300 4 1200 0 0 0 0 3 900 APpl. Q 1200 2 laou 0 0 0 0 0 17 Subtat RSH gain=7-8--12.16 17741 1100 2960 2874 Less extemal cooling 0 0 0 0 Less transfer 0 D 0 0 Cwting rediswbvbon 0 C, a 0 18 Durt gain 1004 1774 100 110 10% 298 101/1 257 19 Total RSH 93in=(17+18)'PLF I-00 I -- 19515 1.00 1210 1-00 32781 1.00 31621 20 4jr requimd (Cft) - 1 1000 low 121 62 166 1681 157 162 Printout Ed_ 2003A4w- 26 MA Or,33 pNe 1 03/26/2003 10:21 DEL- AIR -), 4076614089 NO. 347 P011 F1 RIGHT-J WORKSHEET Entire HouseitDELAJRHEATING,AIR CONDITIONING,R Job- 1692 09-05-02 109 COMMERCE STREET, LAKE MARY, F4 U746-62(16 Phom: 407) 831-2W5 MAN AL J: 7th Ed- 1Name of room KIT WIC MDR WIC 2 Length of expow "1 31,0 ft 6.0 it 22-0 ft 33 Room dimensions 17.0 X 14.0 ft 0 x 11.0 ft 0 x 160 ft 18.0 x 5.0 ft 4 celings Condit. Option4 B-0 ft beat/cod 8.0 ft heat/cool 80 ff heat! cooi 5,0 ft heatfcoa TYPE OF CST HTM Area Load (Btuh) Area Lwd (Btub) Afaa Load (Bluh) Area Load (BtUh) EXPOSURE NO W9 019 ft' litg C19 tLig C19 HV clq Htg Cw 5 Gross a 14 4,6 211, 14a 248 46 176 40 Exposed k) 12 29 1,912, 12 0 n 0 013Cwallsandci3C3.2 12 0 0 dpartitionsd 0-0 0.0 0 0 0 0 0 0-0 Q'U 0 0 f OX 0.0 6 Windows and a IC 37.0 - 0 0 1183 a 0 0 glass doom b 6C 370 - 40 1475 0 0 0 Meeting c 9C 38-7 - 0 0 0 () 0 0 0 00 0 0 0d1C37.0 - 0 0 0 U e 7L 20-8 - 0 0 0 0 0 0 0 f 0.0 0 0 0 7 Windows and North 70-4 1 19 0 0 0 21 0 0 0 0 glass dwrs NEINW 0.0 a 0 Gading FtW 54A 3q3q 2126 0 0 31 1 UB4 0 sEtsw 0'(1 00 0 a 0 0 00 South 0.0 00 0 0 0 0 a 0 0 HOTZ 0,0 0 0 0 0 0 0 8 other doors a 10D 14-7 9.9 00 a 0 0 0 0 0 0 0 0 0 0 b 11013 147 9.9 0 0 0 0 0 U 0 0 0 0 0 0 0,0 0.0 0 0 a 0 0 0 0 0 a 0 0 0 9 N& a 148 4,13 2.1 200 958 428 40 221 go 144 664 297 40; 184 82 po-d b 120 2.9 1.9 0 0 0 0 0 0 0 Q 0 01 0 0 walls and c 13C 32 12 0 0 0 0 0 0 0 0 0 0 0 0 pamdons d 0,0 00 0 0 0 01 0 0 0 a 0 0 0 0 e 00 00 0 0 0 0 0 0 0 0 0 0 0 D f 0-0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1-7 22 238 404 530 66 112 147i 268 498 641 90 153 200 b 0.0 0-0 0 0 a 0 0 0 0 0 01 0 El 0 c 00 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 a 0 e 0.0 00 0 0 0 0 0 0 0 0 Q 0 0 0 f 0,0 00 0 0 0 0 0 U 0 0 0 0 0 0 11 Floors a 22A 25-9 00 31 804 0 6 156 U 22 570 0 6 130 0 Note: mom t 1196 1.1 00 0 0 0 0 0 0 a 0 0 01 0 pwirnoiar c 0.0 010 0 0 0 0 0 a 0 0 0 0 0 0 0 0 is cliSl>L 00 0.0j"j 'a 0 0 0 0 0 0 0 0 0 0 for slab 00 0L 0 0 a 0 0 0 0 0 0 0 0 0 floqrl) 4 Q 0 0 0 a 0 a 0 12 Infiltration a 334 9:1 40 13'37 376 0 0 0 32 1070 301 0 0 0 Subtotal Jo&s--G+8-+11+12 4981 459 3975 467 Less 8)ftrng heating 0 i 0 1) 0 13 Less banger Heating redistribution 0 0•0L14Ductloss10 'A 498 10 'A 49 — 10®/ 397 — E I a OA 47 15 Yowl loss 15-14 5480 538 — L372 — 513 w Int gajrts: Pea* 300 0 0 0 0 1 3000 0 0 AW- @ 1200 1 1200 1 Gw 0 0 0 0 17 Subtot RSH gain=7+8,.+12+10 4679 846 3244 283 Loss external oDaling D 0 0 0 0 Less transfer 0 0 0 Coolir g redistriion 0 28 18 DwA gain 10 4 0 85 101/1 32t4 100 191 Total RSH qain=(17+15)1PLF 1.00 1- 5147 1.00 o3cil n1.00 58 35" 0 1100311 20 1 Air requ4'34 (c;kn) o 199264 o 481 83 1SIDIS316 Printout certified b AGGA to rn IN 03/26/2003 10-21 DEL AIR --) 4076614089 NO.347 P012 RIGHT-J WORKSHEF-T Entire HouseitDELAIRHEATINGAIR CONDITIONING,11 Job. 1692 0""2 109 COMMERCE STREF-T. LAKE Y. FL 3274"206 Phone: (4u7) $31-2665 Is L J:70 Ed. - aMe offlame mBT1-1 BR2 BTK 22 Length of exposed wall 0.0 It 31,0 ft Q Q It 3 Room dimensions 6.0 x 1+0 ft 18,0 X 1$,0 It 8-0 X $.o it 4 Ceil Gondit.Option 8.0 it heatfccol 8.0 a heavc0oi 8-0 R heavc0ol TYPE OF CST HTM Area Load (Btuh) Area Load (8th) Ama Load (Btuh) Am EXPOSURE NO- Htg Gig ft) H19 Gig (n) 1--ft9 ag (to Htg 1 Gig Htq Cig 5 Gross a 14B 46 21 E) 120 sed b 12C 29 1.9 0 a0 and c 13c 3'. 2 12 0 123 0 partitions 1 0.0 0A 0 0 0 e 0,0 0'a 0 0.0 0.0 0 0 s Windows and a IC 37.0 0 0 16 591 0 0 glass dooM b 80 37.0 e 0 0 0 0 0 a Heating c 9G 38.7 0 D 0 0 0 0 d 1 C 37.0 0 004800 0 0 0 z 7L 20.8 0 0 0 0 0 0 f i 0-0 0 0 0 0 0 0 7 Windows and North 20A 0 16 326 0 0 glass doors N0.0 0 0 0 0 Cooling F-AV 544 0 0 a 0 0 5USW 0.0 0 0 0 0 0 0 S outo O'D 0 0 0 0 () 0 Herz 00 U 0 0 0 8 Other doors a 10D 14-7 9-9 0 0 0 0 c) 0 0 0 0 b 10D 14.7 13.9 a a 0 Q 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 146 4,6 21 0 0 0 104 479 214 0 0 0 wosed t) lzr- 2-0 1.0 0 0 0 0 0 0 0 a 0 walls and C 13c 3.2 12 a 0 0 128 40 150a 0 0 partitions d 0. 0 0.0 0 0 0 0 0 0 0 a 0 e 0.0 O'D 0 0 0 0 0 a 0 U 0 f 00 0, 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 13 22 142 187 270 458 601 48 at 107 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 O'D 0 0 0 0 0 0 0 0 0 e 0'0 D.() 0 0 0 0 a 0 U a f 0.0 0.0 0 0 0 01 0 0 0 I Floors a 22A 259 0,0 0 0 0 31 804 0 0 0 0 Note, room b igG m 0.0 0 0 0 0 0 0 0 0 0 PefimetLf c 0. 0 0.0 0 0 0 0 0 D U 0 0 is dwl- d 0,0 0.0 0 0 0 0 0 0 U for slab e 0,0 0'a 0 0 0 0 0 0 0 floors) f Gro 0.0 0 0 0 0 0 0 0 0 0 12 infiltration a 33A 9A a 0 0 13 535 150 0 0 13 Subtotal loss= 6+15--11-12 142 3270 g 81 Less ememal beating 0 0 0 Less tramfer 0 0 0 Healing redistribution 0 0 0 14 Dud loss 10 % 14 10 % 327 10% 8 15 Total lom = 13+14 T 157 3%7 90 le, tril. gaIns; people @ 300 Q 0 0 0 D 0 AprA. 0 1 0 0 0 0 0 0 17 SubtDt RSH gain=7+8-412+16 187 1442 107 Loss e)ftmal coo" Q 0 Loss transfer o 0 Cooling redi%ribution D 0 0 18 Ductgain 10% 19 1 144 110 %4 11 19 Total RSHgainm-( 17' *11,-PLF 1,00 21, W 1,001 1586 1 011811o 11-q roda (ar.) 3 81A Printout certified by AGGA to meet all i q 03i26/2003 10:21 DEL AIR -) 4076614089 NO. 347 P013 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job; 1092 09-05-02 109 COMMERCE STREST, LAKE Y. FL 5274&-6206 PhOM: (407) 831-2665 w S D W G L S S 0 N A S 0 0 w c w N K I A L 0 T Fi V G N H v v H H N H D Y R L A VV 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 ion ZINC a n e a c n 0 d 1 1 90 1,0 1.4 1.0 5.0 54.4 32-0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1,0 1-4 tO 5-0 M4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1-0 1-4 1-0 7-0 54-4 40,0 0.9 WIC/LDY MBR a n w a c n 0 ci 1 1 90 tO 1-4 10 5.0 54.4 310 1.0 wic MBTH BR2 c n 0 d 1 1 90 1-0 1-4 1.0 5.0 30-4 16.0 16.0 BTH M Job --- Truss Duss Type Oty Ply I Centex-Orlandoll 692A/jsk/4,14-3 53906980 CJ I JACK Job Reference _(optional) Ur I iiversal Forest Prod UI cts, li - i I c., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. G Sat Apr 19 12:17:11 2003 Page Scale . 1 4.; v- 3x4 0-11-11 LOADING ( psi) SPACING 2-0-0 CS1 DEFIL in Ioc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.07 Vett(LL.) n/a n/a 1120 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,00 Vert(TL) 0.00 A >999 BCLL 0,0 Rep Stress Incr YES WB 0.00 00Horz(TL) -0.00 C n/a BCDL 10,0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied of 10-0-0 oc bracing. REACTIONS ( Ib/size) C--11/Mecliaiiical,8=138/0-8-0,D-9/MechzirlicaI Max Horz B=35(load case 4) Max Upli(tC-- 1 3(load case 5), 13=-89(load case 4) Max Gi av C-28(load case 4), B= 136(load case 1), D-9(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD A-13=22, 13-C-28 BOT CHORD B-D-0 NOTES ( 3) 1) Wind: ASCIE- 7-98 per FBC2001; 1 10niph, h=15ft; TCDL=6.Opsf; BCDL-6,Opsf,, occupancy category It-, exposure B. encIosed;MWFRS gable end zone, cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1 .60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per, ANSIfTPl 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does riot replace erection and permanent bracing required for the overall building design Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are riot part of the review or cenification of the truss designer. LOAD CASE(S) Standard j' j CD CD Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/ Job: 1692 A RF Date lleq:04/25/2003 Draw No:53906980CJ1 0-b - - -- !-loss Truss Type 53906980 CJJ afA Universal Forest Pr6ductsjnc, Burlington, NC 27215, Jeff Kerr 5.000 s I ty I Ply I Centex-Orlando/1 C*92A/jsk/4- In ference (optional) stties, Inc. Sat Apr 19 12:17:11 2003 Page 1 scale - 1:7,! 3K4 --- - -- - - ---- 1 LOADING (psf) SPACING 2-0-0 CSI DEFIL in loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.10 Vert(I-L) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1,25 j BC 0.03 Vert(TL) 0.01 A >999 PICI-L 0.0 Rep Stress Incr YES WB 0.00 Horz(TI-) -0,00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-111 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-57/Mechanical, 8-204i0-8-0, D-26/Mechanrcal Max Harz B=63(foad case 5) Max UplifIC--52(load case 5), 8=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORE) A-B-22, B-C--43 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001: 11 Omph; h=1 5ft; TCDL-6,0pst; BCDL-6.0pst; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33, 2) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSIIEPI 1-95 quality requiiernents. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or aCCLAaCy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard co CD JOE) Truss I Truss Type- -'dty 1,Ply -'-'l-Ceritex-Oilando/1692AIjsk/4-14-3 i53906980 CJ5 JACK I,Job Reference (optional) - -- - Universal Forest Pioducts,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 1217:11 2003 Page I 1 -o fl A 11 11 I 3x4,- 4-11-11 LOADING (psf) 1 SPACING 2-0 CS, DEFL in (loc) Well PLATES GRIP TOLL 20 O Plates Increase I TC 024 Vert(LL) n/a n/a TL20 245/193 TCDE- 10.0 Lumber Increase 1.25 BC 0,10 Vert(TE-) 0,05 A 354 BCLL 0,0 Rep Stress Incr, YES W B 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 j (Matrix) 1st LC LL Min 1/defl = 240 Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-126/Mechanicil, B=275/0-8-0, D-46/Mechanical Max Horz 13- 1 00(load case 5) Max UplifIC-94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORE) A-13=22, B-C-41 80T CHORE) B-D-0 BRACING TOP CHORD Sheathed or 4-11 -11 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASGE 7-98 per FBC2001; 1 10rnph; h=15ft; TCDL--6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.31 2) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TP] 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific bUilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard C-6 co C LO Co Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ5 Truss Type i Qty ply- C - e , ritex I - Orlando/ I I - F) , 92A/jsk/ - - 1-1 , 4-3 153906980 EJ5 JACK Job Reference (optional) Universal Forest Pioducts,lric,, Burlington, NC 27215, J;ppao' 5 000 s Feb 20 2003 MiTek Industries, Inc. Sal Apr 19 12:17:12 2003 Page I 1 () D r-n (I 5-0-0 5-0-0 D-EFLLOADINGSPACING2-0-0 CS1 in 10c) I/clefl PLATES GRIP 1-CL1- 2C) 0 Plates Increase 1.25 I-C 0.24 Vert(LL) n/a n/a TI-20 24,11193 TCDL 10.0 Lumber Increase 1125 BC 0.10 Vert(l L) -0.05 A >348 BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(TL) -0.00 C n/a BCDL 10 0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Wei ght: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or s-o-a oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-127/Mechaiiical,B-276/0-8-0,D=46/MechaiiicaI Max Herz B-1 00(load case 5) Max UplifIC-94 (load case 5), 13-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13-22, B-C-41 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001 11 Omjplh; h-I 5ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category It; exposure B; encIosed;IV1WFRS gable end zone; cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-11 .31 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/-FPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this .sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design infou-nation as it may relate to a specific building. Any references to job names and locations are for adminisli alive purposes only and are not pail of the review or certification of the truss designer, LOAD CASE(S) Standard P L'u A Do 41 CID J00 I russ Truss Type 53906980 EJ7 JACK Universal-Folest Pioducts,lric., Burlinq0r *t City Ply Centex-Ot lando/l Q92A/jskJ;f-14-3 Job Reference (optional) err 5.000 s Feb 20 2003 MiTek industries, Inc, Sat Apr 19 12:17:12 N I J I A 3x4 ._, scale - 1: 1 CSI 7- 0-0 LOADING ( psf) I SPACING 2-0-0- DEFL in (loc) Well PLATES GRIP TCLL 20,0 fCD1- Plates Increase 1,25 TC 0.55 VeFt(L[-) n/a - n/a 11-20 245/193 10. 0 Lumber Increase 1.25 BC 0.20 Vent(11) 0,17 A 93 BOLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) 0.00 C n/a BCDL 10,0 Code FBC2001 Matrix) 1 st LC LL Mirk I/defl — 240 Weight: 23 lb LUMBER TOP CHORD 2 X4 SYP No,2 BOT CHORD 2 X 4 SYP No,2 REACTIONS ( lb/size) C-190/Medianical, B-352/0-8-0, D-66/Mechanical Max Hot z B- I 37(load case 5) Max UpliftC--135(load case 5), 8--62(load case 4) FORCES ( lb) - First Load Case Only FOP CHORD A-B-22,13-C-61 BOT CHORD B-D-0 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES ( 3) 1) Wind: ASCE 7-98 per F-BC200 1; 11 Oruph; h-1 5ft; TCDL=B.Opsf; BCDL-6.0psf; occupancy CalegOVY 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed,Lumber DOL-1,60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard P C4 V co Q C- D t11-- - 1- 1-1- - I - - - ---------- ------ ----- - -- ----- - -- ---, Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req.04/25/2003 Draw No:53906980EJ7 Job - --- i -h uss Truss 1,pe PITaly y Centex-Otlando/1692A/'sk/4-14-3l 53906980 Fil Job Reference (optional)_ PageUniversalForestProducts,Inc, Burlington, NC W-If,5e' r 5.000 s Feb 20 2003 MiTek Industries, Inc, Sat Apr 19 1125:372003 11 0 P 4 6 1 7-0-0 I --- I I 12 3-7 I -- I -I - ---- 17-5 2 22-6-14 27-8-9 I- -- I -- I _ _ I - I ---- - 0 0 +;5-5:12 40-00 4100 1 ___- 3 - - 1 -+ ------ ------------ 1 11 1-00 4-6-4 2 5 12 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0-0 Scale - 1 :68,4 700 :- 5X6 = 50 -- 2x5 11 E F G 700 5X6 5x6 H I 5X10 = U T S R a P 0 N 5XI0 5x6 :, 5x10 M111811 ,5x6 5X6 5x6 5x6 500 M11181-1= 7-1-12 1123-7 7- 1-12 5-1-11 Plate Offsets (X,Y): tBiO-2-71,Edgel, [D:0-3-12,0-1-44 LOADING ( psf) TOLL 20,0 TCDL 10,0 BCLIL 0.0 BCDL 10.0 17- 5-2__ ----22-6:14._ 27 -8-9-_ I 32-10-41 1 4 -- 0-0-0 5. 1-11 51 11 5-1-11 5-1-11 7-1-12 1: 0-3-12.0-4-41. IL:0-2-7.Eduel SPACING 2-0-0 CS1 Plates Increase 1.25 1 TC 0.83 Lumber Increase 125 BC 0,93 Rep Stress Incr NO WEI 0.70 Code FBC2001 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 *Except* T2 2 X 6 SYP No.2, T3 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No, I 'Except' B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 *Except* WI 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, WI 2 X 4 SYP No.2 W1 2 X 4 SYP No.2 REACTIONS ( Ib/size) B-3309/0-8-0, L=3309/0-8-0 Max Holz B-115(load case 5) Max U Ill ift B=-939 (load case 2), L-939(load case 3) DEFIL in lac) Well 1 PLATES GRIP Vert( LL) 0.93 Q-R >510 TL20 245/193 Veit( TI-) -1,53 Q-R >308 Horz( TL) O27 L n/a 1st LC LL Min I/clefl - 240 Weight: 250 lb BRACING TOP CHORD Sheathed or 1-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. 6 Z FORCES ( lb) - First Load Case Only 1-01: 1 CHORD A-8-26,13-C=-7372, C-D-7387, D-E-10163, E-F-1 1707, F-G--I 1707, G-H-1 1707, H-6-1 1726, I-J-10159, J-K--7388, K-L-7372, L-M- 26 BOT CHORD B-U-6690, T-U=6864, S-T-6864, R-S-10161, Q-R-I 1726, P-Q-10157, O-P=6865, N-0=6865, L-N-6691 WEBS D- U-178, J-N=179, C-U=194, D-S=3740, E-S-1565, E-R-1760, G-R-629, H-R-21, H-Q-634, I-Q-1786, I-P-1570, K-N-195, J-P= 3734 NOTES (8) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-15ft; TCDL=6,Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; ericlosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber, DOL=I .60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water policing, 4) All plates are TL20 plates unless, otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint B and 939 lb uplift at joint L. 6) Girder carries hip end with 7-0-0 end setback 7) Special hangel(s) or connection(s) required to support concentrated load(s) 385.01b, down and 258,21b Lip at 33-0-0, and 385, 01b down and 258,21b Lip at 7-0-0 on top chard. Design for unspecitied connection(s) is delegated to the building designer, 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated oil this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a CD CV TRspecific building. Any references to job names rind nd locationsare for administrative purposes only and are not part of C(D Lo, the review or certification of the truss designer. LOAD CASE( S) Standard 1) Regular. Lumber Increase-1.25, Plate incieased,25 Uniform Loads ( plf) Vert: A- D=-60,0, D-J-1 25.0, J-M--60,0, 13-L-41 .7 Concentrated Loads ( lb) Vert: D- 385.0 J=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH1 lJob - Truss 53906980 H 2 i Universal roi'est Pioducts,lnc., Truss Type HIP THUS,' ton, NC 27215, Jeff Ken 5,o00 -s- ly !Centex-Oilando/16,92A/jsk/4,-14-3 ' I I I ( Jot) Reference (optional) 20 2003 Mi Fek Industries, Inc. Sal Apr 19 12:17:12 2003 Page I 59-1 900 1_0_0 5 9-1 :3 2-15 5.00 I v 5x6 E 16-5-q, 7 5-3 7-1-11 3x6 - E 30-- 3x6 F G 31 0 0 I 34-2-15 400-0 41:() 7-5-3 3-2-15 5-9-1 1_00 scale - 1, U N M L 3x8 , 300 will 3x6 3x10 M1118H= 3A 5-9 1 9-1-12 59-1 34-11 Plate Offsets (X,Y): [D:0-3-0,0-2-4J,[H 0-3-0,0-2-4 10-10-4 30-10-4 34-2-1! 10-10 4 3-4-11 40-01 5-9-1 LOADING (psf) SPACING 2-0-0 GSI DEFIL in loc) PdefI PLATES GRIP TOLL 20,0 Plates Increase 1.25 TC 0.54 Verl(LL) 0.35 N >999 _f L20 245/193 VCDL I cio Lumber Increase 1,25 BC 0.97 Vert(TI-) -0.78 L-N >608 BCLI_ 0.0 Rep Stress Incr YES WB 0.64 Horz(TL.) 0.20 1 n/a BCDL 110.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-14 OC PUllinS. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS l Row at nricipt E-P, G-L REACTIONS (lb/size) B- 1653/0-8-0, J=1653/0-8-0 Max Horz B-90(ioad case 5) Max UpO113-344(load case 2), J-344(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, 13-C=-3354, C-D-3150, D-E-2917, &F-4077, F-G-4077, G-H-2917, H-1-3150, I-J-3354, J-K-22 LOT CHORD B-P-3001, O-P-3974, N-0-3974, M-N-3974, L-M-3974, J-L-3001 WEBS D-P=845, I+L=845, C-P=- 140, I-L-140, E-P-1 192, E-N=150, G-N=150, G-L-1 192 NOTES (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1 10mplh; h=1 5Q; TCDI--6,Opsf; BCDL=6.Opst; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-11 .60 plate grip DOL-1 .33, 3) Provide adequate drainage to prevent water ponding. 4) All plates are TI_20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSFTP 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overail building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard C-) Z CD J4 E. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH2 Job Truss Ti Liss Type Qty my----- Cent-ex--b[larido/1-692A/-js-k'4-;1-4-3 53906980 H3 12 11 i , I Job Reference (optional) Universal F-or'est Ptoducts,inc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 Mi Vek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 if -0 P 4- 11 0-0 1700 100 6-10-4 4-1-12 6-0 0 3xG - 13-0-0 2900 33-1-12 4000 4p 60-0 60-0 4-1-12 6-10-4 1-0-0 scale- 1.68 C 5X8 -: 5X6 - 0 6-10 4 6-10.4 Plate Offsets (X.Yl: IE 0 IN m L K 3x7 3x10 1AII'M7, 3x6 = 3X8 30 -- 300 MIMI= 11-1 12 20 0-0 4-3-8 6-1 0-4 0-3-0,0-2-4J,[F:0-4-0,0-_3-0 26-10A ...... --- 33-1 1 B-10-4 4-3-11 6-10-4 LOADING (psh SPACING 2-0-0 CS1 DEFIL in loc) I/detl PLATES GRIP TCLL 20,0 Plates Increase 1 25 TIC 0.54 Verl(TL) -0.26 tit>999 TL20 245/193 TCDL 10.0 Lumber increase 1.25 BC 0.66 Vert(TL) -0.58 B-0 >812 BCi-l- 0.0 Rep Stress Incr YES W B 0.80 HorzI 0.17 1 n/a BCDL 10.0 Code FBC2001 J (Matrix) 1 st LC Ll- Min I/defl - 240 Weight, 190 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-5 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 3=1653/0-8-0, 1=1653/0-8-0 Max Horz B- 1 06(load case 4) Max Uplift[3-317(load case''), 6-317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-H=22, B-C-3291, C-D--2975, D-E-2721, E-F-3328, F-G--2721, G-1-1-2975JI-1-3291, I-J-22 HOT CHORD B-0=2961, N-0-3279, M-N-3279, L-M-3279, K-L=3279, I-K-2961 WEBS D-0=836, G-K=836, C-0-316, H-K-316, F-0-712, E-M=90, F-M=90, F-K-712 NOTES (6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC20011 11 Omph; h l 51t; TCDL-6,Opsf; BCDL-13,0psf; occupancy category 11; exposure B; enclosed;MWFAS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1 .33, 3) Provide adequate drainage to prevent water poriding. 4) All plates are TI-20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint 1, 6) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building [Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASES) Standard C-7) c-, C 1%R CX:) Z C-1 C'. Job Truss truss Type COMIVION dfy !PlyY C elitex-011arido/1692A/jsi/4-14-3, 53906980 lH4 i, Universal Forest Products,Inc., auD I , "' Burljr'ljkwm'*W Ii 215, Jeff Kerr 2 11 i 1---1 J__ I I Job Reference (optional)___ boo s Feb 20 2003 MiTek Industries, Inc. Sat Apt 19 12:17:13 2003 Page 1 -0 1 f) 7-1 3 13-0-0 2700 32 - -10-13 4000_ 411 0 1-00 7-1-3 5 -10 - 13 14-0-0 5-10-13 7-1 3 1-00 Scale ® I I 5x6 --- 2.3 11 5x6 --- F F T 6x 11 11 1 v 3x7 — 3x6 30 -- 30 = U6 — i --- - - 110 13 1411 - ---- -- 1 11 — 20 0-0 29,8:2 I 400:0 10 3 14 98-2 9-8-2 10-3-14 Plate -Offsets -(X,Y): [-D-:0-3---O--,0-2-4--- 1, [17:0-3-0,0-2-41 LOADING (psh SPACING 2-0-0 GSI DEFL in loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1 .25 TC 0.55 Vert(LL) -0.22 L >999 TL20 245/193 TCDL 10,0 1 Lumber Increase 1,25 BC 0.79 Vert(T!-) -0.50 L-N >944 BCLL -S0.0 Rep Stress Incr YE WB 0,24 florz(I-L) 0.15 H n/a I BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min Well 240 Weight: 189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B--1 653/0-8-0, I-A-1 653/0-8-0 Max Herz B-1 22(load case 4) Max UplifIB-290(load case 2), ll=-290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C-3309, C-D-3016, F-G--3016, 13-1-1=-3309, H-1622, D-E--2893, E-F-2893 BOT CHORD B-N-2976, M-N-2500, L-M-2500, K-L=2500, J-K=2500, H-J-2976 WEBS C-N-342, D-N-496, F-J=496, G-J--342, E-L--430, D-L=498, F-L-498 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 1 l0nriph; h=15ft; TCDI-=6.Opsf; BCDL-6.0psf; occupancy category 11; exposure 13; enclosed; k4WFRS gable end zone; cantilever left and tight exposed ; end vertical left and tight exposed;Lumber DOL-1.60 plate grip DOL-1,31 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/J-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing lecl-lited for the overall building design, Building Designer shall verify all design information an this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer_ LOADCASE(S) Standard R, 1 C(') Q (L CD 0 yl Job Truss Ti u S-s Type tQty-- P- IY Cent ex -O-rlando/1 692A/jsk 539069111 1-15 2 it i tJob Reference (optional) Universal Forest Products,lrc., Burlington, NC 27215,Jeff Ken aboo s Feb 20 2003 MiTek Industries, Inc. Sat Apr 9 12:17:14 2003 Page I 7: 1-3 1- 0-0 7 1 -3 7-10 13 10- 3 14 ets ( X,Y): [C:0-4_-_0,0-3 LOADING ( p-sf) TOLL 20,0 TCDL 10,0 BCLL 0.0 BCDL 10.0 10- 13 10- 00 7 - 10-13 2x3 ji 5x6 3K6 3X8 3X8 3x8 — M 0- 3-0,0-2-4 SPACING 2-0-0 Plates Increase 1.25 Lumber increase 1.25 Rep Stress Incr YES Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 GOT CHORD 2 X 4 SYP NO,2 WEBS 2 X 4 SYP No,3 7- 1-3 1-0-0 Scale - 1 20- 0-0-__ 29-8-2_ 40 0-0 9 8 2 982 10-3-14 O- M'6-2-4], [(10-4-0,0-3 01 CS1 DEFL in (loc) I/delf PLATES GRIP TC 0.61 Vert(LL) -0.20 L >999 T120 245/193 BC 0.78 Veit(l L) -0,47 L-N >998 WB O20 Hof z(T L) 0.15 H n/a Matrix) LC LL Min I/defl - 240 Weight: 193 lb BRACING TOP CHORD Sheathed of 3-0-11 oc puffins. BOT CHORD Rigid ceiling directly applied or B-9-2 oc bracing, REACTIONS (Ib/ size) 13=1653/0-8-0,1-4-1653/0-8-0 Max Horz B-138(load case 4) Max Uplifffl-- 313(load case 4), 1 3(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22,B-C--3333,C-D--3011,F:-G--3011,G-H--3333,H-1-22,[)-E-,2479,E-F=-2479 GOT CHORD B-N=3004, M-N-2322, L-M=2322, K-L-2322, J-K-2322, H-J-3004 WEBS C- N--421, D-N-620, F-J=620, G-J--421, E-L--208, D-L-252, F-L-252 NOTES (5) 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7-98 per FBC20011 11 Omph; h=1 5ft; TCDL-6.Opsf; BCDL=6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumbei DOL-1,60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water pending, 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated Per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required far the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE( S) Standard CV 13 CD I? 5- Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390698 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH5 I Job Truss tl uss Type -- — Oty I Ply Centex-Orlandoll 392Alfsk/4-14-3' 53906980 tt6 COMMON 2 11 IIJob Reference (optional) Universal Forest Products,lnc., I E3urfinglon, C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 1 O J 7-1-3 13-6-1 17 0-0 23 0-0 I_ . 26 3 15 32 10-13 40 0 0 f _____.-_ I _-._.. 41 0 0i 1 0-0 7-1-3 6-6-1 3 3-3-15 6-0-0 3-3-1 5 6-6-13 7-1-3 1-0-0 Scale - 1-6f S.CX) ISZ 5x6 =- 5x6 :- E F x7 = 0 N M L K 3x7 = 3x6 ::. 30 =- 5x10 r:c 3x6 =-- 3x6 10-3-14 10-3 14 Plate Offsets (X,Y): [0,0 4 0,0 L:0-3-0.0-2-4L I-:0-3-0,0-2-41.1G.0-4-0.0-3-0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Cumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10,0 Code F13C2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 29-0-2 9-8-2 f DEFL in lac) Udell PLATES GRIP TC 0.52 ( Vert(ILL) -0.20 M >999 TL20 245/193 BC 0,78 Vert(TL) -0,46 M-O >999 WB 0.35 Horz(TL) 0.15 1 n/a Matrix) 1 st LC ILL Min Ildefl - 240 Weight: 205 lb BRACING TOP CHORD Sheathed or, 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing, WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1653f0-8-0, 1=165310-6-0 Max Horz 3=154(load case 4) Max UpliftB=-333(load case 4), 1=-333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3323, C-D=-3011, D-E-2143, F-G=-2143, G-H-3011, H-I=-3323, I-J=22, E-F-2166 ROT CHORD B-0=2993, N-0=2425, M-N=2425, L-M-2425, K-1=2425, I-K-2993 WEBS C-0--389, D-O =546, D-M=-651, G-M-651, G-K=546, i I-K 3f39, E-M=575, F-M=575 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pondfng. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at Joint R and 333 lb uplift at joint I. 5) Truss shall be fabricated per ANSIITPI 1-95 quality requirements, Plates shall be of size and type shown and centered at Joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit, for tale correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard y <. o F OL 1 CD i Customer No: 11045 Customer Name-, CENTEX HOMES •RLANDO Shop No: 5390698# t +RF ! " 1 Job Trr ss TiLissType iQty Ply Centex-Orlando/1692A/Isk/-14-3 53906980 117 i COMMONa Fay 2 1 Job Reference (optional) Universal Forest Pt8ducts,lnc., Burlington, 1 7P off Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 1 0 P ?-1 3 13 8 1 19 0 0 2100 26-3 15 32 10 13 40 0 0 41 0-0 1-0-0 7-1-3 6 6-13 5-3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0 Scale — 1 5x6 =- 5x6 - tv6 3x7 3x7 = - 3x6 - Us = - 5x12 =_ 3x8 _ 3x6 10 3 14 2_ 0-0 29 8 2 I 40 0-0 10-3 14 9-8-2 9 B 2 10-3-14 Plate Offsets (X,Y), D 0-4-0,0 3 0j,[E:0-3-0,0-2-4],[F.0-3 0,0-2-41,[G 0-4-0,0-3-61- LOADING (psf) SPACING 2-0-0 CSI DEFL in too) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,53 Vert(LL) -0,20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.78 vert(TL) -0A6 M-0 >999 BCLL 0.0 Hep Stress Ines YES WB 0.38 Horz(TL) 0,15 I n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min Well a 240 Weight: 206lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing, WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) 13-1653/0-8-0, 1=1653/0-8-0 Max Harz B-170(load case 4) Max UplifIA-352(ioad case 4), 1-352(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B-22, B-C=-3319, C-D--3012, D-En-2116, F-Gm-2116, G-H--3012, H-1--3319, 1-J-22, E-Fm-1963 BOT CHORD B-0-2988, N-0R2435, M-N=2435, L-M-2435, K-L-2435, I-K-2986 WEBS C-0-376, D-0-537, D-M-735, G-M=-735, G-K-53I, H-K-376, E-M-591, F-M=591 NOTES (5) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7,98 per FBC2001; 110mph; hm15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; ernclosed;MWFRS gable end zone; cantilever left and right exposed ; end veitical left and right exposed; Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 Ib uplift at joint 1. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibilih for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the it designer. LOAD CASE(S) Standard F,tTay3. " it> e C— D wz tF t xt I my- -1 -_ ____ - - - -_ -_ - - -_ - - -_ Job Truss !Truss Type 1 Qty i Centex -Or lando/I 692/Vjsk/4-14 -3 53906980 H9 Job Reference (optional) Universal Forest Productsjnc, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page I 0 P - - __ 16---l-1- 9 1 0-0 6-11 9 10,00 13-00 19 G 4 26--2--4- 33 0-0 400 0 41 0 0 30-7 300 6-6 4 68-0 6-9 12 7-0-0 100 ScalG - 1:69. 5X6 SX6 3X/ - 11 n 11 11 1 3.7 - 3x8 3x6 :-- 3X10 M111811= 9X6 = 10 0 0 19 6 4 32- 1101:41- 40-00 1010-0 9-6-4 68-0 660 7-1-12 Plate Offsets (X,Y) 1 :0-3 0,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well 1 PLATES GRIP TCLL 20,0 Plates Increase 125 TC 036 Vert(LL) 0.50 N-0 >950 TL20 245/193 TCDL 10.0 Lumber Increase 125 BC 0.85 Vert(TL) -0,99 O-Q >478 BOLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0,22 J n/a, BCDL 10.0 Code FB C2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS I Row at rniciat H-L REACTIONS (lb/size) 11=1653/0-8-0,J=1651'0-8-0 Max Herz B-97(load case 5) Max UpliftB--257(load case 3), J-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3326, C-D=-3052, F-F-5297, F-G=-4761, G-H-4761, H-1-3084, I-J=-3396, J-K=22, D-E-3042 BOT CHORD B-0 2975, P-0-4576, O-P-4576, N-0=5297, M-N=4761, L-M-4761, J-L=3039 WEBS I-L-91 1, D-0-2195, F-0-2540, C-Q-282, E-0-792, F-0-1 69, F-N--586, 1-1-N-355, H-L-1836 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6.Opsf; BCD[--6,Opsf; occupancy category 11; exposure B-, enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurnber DOL-1.60 plate grip DOL-1.31 3) Provide adequate drainage to prevent water ponding. 4) All plates ai e TL20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint B and 444 lb uplift at joint J. 6) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless other -wise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify ail design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard LK Q_ C-D to D I I - -.-- i - -- i c- uss '-Job Ti Fi uss Type Ply i eritex-O;Iarido/l)92A/jsk/4-14-'-' 53906980 H10 I i Job Reference _(opti on -al) Universal Forest Pioducts,inc, Burlington, NC 27215, Jeff Ken- 5.000 s Feb 20 2003 MiTek Industries, Inc, Sat Apr 19 12: age 1110-01 500 100 50-0 r, On 112 3X5 - 5-1 12 Plate Offsets (X,Y): [G 0-2-1 2,0-3 20 8 0 7-10-0 3x4 -- Scale ® 1 3x7 3x4 = 5x6 , 3x4 11 14-0_0 1-2-0 20-80 6-8-0 LOADING (psi) SPACING 2-0-0 i M DEFL in loc) I/detl PLATES GRIP TOLL 20,0 Plates Increase 1.25 TC 0.85 Vei t(L-L) O,05 G-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Ver t(TL) -0.13 G-H >999 BCI-L 0.0 Rep Stress Incr NO WB 0.42 Hojz(TL) 0.01 F n/a BCDL 10,0 Code FBC2001 j Matrix) 1 st LC LL Min Well 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 2 X 4 SYP No,2 *Except' W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 REACTIONS (lb/size) G- 1449/0-8-0, F-400/0-8-0, B-799/0-8-0 Max HotzB-I 11(loadcase 3) Max UpliftG--432(load case 3), F=-117(load case 3), B-227(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22,B-C--1410,C-L)--1256,I0-E--37,E-F--284 BoT CHORD B-H-1 266, G-1 i=37, F-G-229 WEBS C-H=- 145, D-1-1-1 264, D-G—1 134, E-G--1 99 NOTES (7) 1) Wind: ASCE 7-98 per FBC200 1; 11 Omph; h= I 5ft; TCDL=6, Opsf ; BCDL-6. Opst; occupancy category 11; exposure 8; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical lell, and right exposed,Lumbei DOL.=1.60 plate grip DOL=1,33. 2) Provide adequate drainage to prevent water pending, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint G, 117 lb uplift at joint F and 227 lb uplift at joint B. 4) Beveled plate or shins required to provide full bearing surface with truss chord at joint(s) G. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 175.0lb down and 117,31t) up a[ 5-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer, 7) Truss shall be fabricated per ANSI[f-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise rioted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual Merribers only and does not replace erection and permanent bracing required for the. overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to jot) names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=125, Plate Increase-1.25 Uniform Loads (plf) Veft 13-F--31.7, A-C-60.0, C-L-95,0 Concentrated Leads (ib) Vest: C--175,0 f"'s" CD as rD C-1) 17 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H1 0 Job j1uss 53906980 f I I I Universal Forest Ptoductsjnc, ando/ 1 6,92Njsk/4-14-3 Job Reference (optional) 000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 0 1- 0-0 I 3xG 7- 0-0 1111[ 111111H 13 - 0-0-1 209-0 6- 0-0 7-0-0 Scale - I 3x6 2x3 3X10 M1118H 3x4 KWW 7- 1 12 5-88 7-1-12 ate - Offsets (X,Y): tC0-5-12,0-2_- 1 8], - [ D: 0-3- 1 0, 0 - - 2-41 LOADING (psf) SPACING 2-0,0 1 CS1 DEFIL in 10c) I/defl PLATES GRIP TCLL 20, 0 I Plates Increase1.25 TC 0 82 Vert(LL) 0.13 F-H 999 TL20 245/193 TCDL 10, 0 Lumber Increase 1,25 BC 091 Vert(11) 0.26 E-F 890 BCLIL 0, 0 Rep Stress Incr NO WB 0.11 Florz(TL) 0.08 E n/a BCDL 10. 0 Code FBC2001 Mallix) 1st LC LL Min I/defl - 240 Weight: 80 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E-1560/0-8-0, B-1646/0-8-0 Max Hot z B-81 (load case 4) Max UpliftE--377( load case 5), Bs-447(load case 4) FORCES (lb) - First Load Case Orly TOP CHORD A- 0-22, B-C=-3214, C-D-2921, D-E-3225 BOT CHORD 3- H-2895, G-H-2909, F-G-2909, E-F-2907 WEBS C-H- 275, D-F 278, C-F-14 BRACING TOP CHORD Sheathed or 2-9-6 oc purlins, BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. NOTES (8) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-15f1; TCDL-B.Opsf; BC DL-=6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding, 4) All [)rates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries fit[) end with 7-0-0 end setback 7) Special hanger( s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385,01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer, 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints UrlleSS otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate increase-1.25 Uniform Loads (pit) Vert: A-C- 430.0, C-D-125.0, D-E-130.0, B-E--41.7 Concentrated Loads (ib) C Vert: C--385, 0 D-385.0 psi 5 s, '-a ?J CO k CD C Customer No: 11045Customer Name, CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H1 1 Job --- iT_ -'us u "es --- ---- Truss 53906980 H12 HI Universal Forest PiodUCtSJnc., Burlington, NC 27215, Jeff Kerr QJy Ply Ceti so Job Reference (optional) _ ek Industries, Inc. Sal Apr 19 12:17:17 2003 Page 1 1 00 1 0-0 H LJ 0 30 6 11 9 6-11-9 9-0 C)_ 11 0-0 13-07 2-0-7 2-0-0 2-0-7 5x4 5x4 scale - I 30 3x4 - 3K6 --- 3x4 9-1-12_ 10-10-4 200 0 8 8 9 - -1-12 LOADING p, sf) SPACING 2-0-0 C-S I DEFL in loc) Well PLATES GRIP TOLL 20,0 Plates Increase 1,25 TC 0.43 Verl(LL) 0.09 G-H 999 TL20 245/193 TCDL 10.0 umber Increase 1,25 BC OA9 Vef t(TL) 0.25 G-H 927 BCLL 0 0 Rep Stress Incr YES WB OA4 Horz(TL) O.03 G n/a L3CDL 10.0 Code FBC2001 Matrix} 1st LC LL Min Well 240 Weight: 84 Ita LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) G-771/0-8-0, 8-856/0-8-0 Max Horz B=97(load case 4) Max UpliftG-- 1 34(load case 5), B=-204(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-13-22, B-C= 1383, C-D=-1 137, D-E_-1 003, E-F_-1 140, F-G_-1 375 BOT CHORD B-J-1200, I-J=1003, H-1-1003, G-1-1-1210 WEBS D-J-389, E-1-1-414, C-J--344, F-1-1-361 Sheathed or 4 -11 -8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES (5) 1) Unbalanced roof live loads have been considered €or this design, 2) Wind: ASCE 7-98 per FBG2001-1 110inph; h_15ft; ]-CDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure 8; enclosed;MWFRS gable end zone; cantilever, left and tight exposed , end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,31 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint G and 204 lb uplift at joint B. 5) -Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for adminisli alive purposes only and are not pail of the review or certification of the truss designer, LOAD CASE(S) Standard C) Q3 Z Job Tjuss 1liuss Type 53906980 1-113 Q l -QNiWU0 Universal Forest Prioducts,Inc., Burlington, NC 27215, ty 1 Ply 1 Centex-Cirlando/I 592/Vjsk/,4 -14-3' 11 I !Job Reference(optional) __ __ 5,000 s Feb 20 2003 MiTek Industries, Inc, Sal Apr 19 12:17:17 2003 Im 6-11 -9 10- -0 I 13 _0-_7 20-0-0 1 0-0 6-11-9 3-07 30-7 6-11 9 5A = IQ 3r X5 3x5 10100 10-00 20-0-0 10-0-0 LOADING (psi) SPACING 2-0-0 C51 DEFL in Ioc) Weil PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,41 Vert(I-L) 0.10 F-G >999 1-1-20 245/193 iTCDL10'0 Lumber increase 1.25 BC 063 Vert(TI-) -0.26 F-G >877 BCLL 0.0 Rep Stress Incr YES WB 0.24 i Horz(Tt-) 0.03 F n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8-856/0-8-0, F=771/0-8-0 Max Herz B- I 05(load case 4) Max UpliftB=-213(load case 4), F--1 43(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C-1 380, C-D=-1 074, D-E--1 075, E-F--1 370 801- CHORD B-G-1 198, F-G-1 205 WEBS C-G-361, D-G-737, E-G=-371 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-96 per iBC2001; I 10mph; h-1 5ft, TCDL=6.Opsf; BCDL-G.Opsf; occupancy category 11; exposure 3; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.31 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 4) Truss shall be, fabricated per ANSI II -PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the Overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard C CID U-) H) M POP 111311ill JOL) I loss 53906980 jHJ5 1, "'' - — Universal Forest Products,inc, Truss Type JACK nglon, city ply Ceiitex-Oilarido/1592A/isk`4-14-3 Job Reference (optional) eff Kerr 5.000 s Feb 20 2003 N11 I eK Industries, Inc. Sat Apr 19 12:17:18 2003 Page 1 6-8 1 6-8 N N 3x4 --- LOADING (psf) I SPACING 2-0-0 TCLL 20.0 Plates Increase 1,25 TCDL 10.0 Lumber Increase 125 BCLL 0.0 Rep Stress Incr NO UCDL 10,0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 3 M IQ- 0 7-0-2 7-0-2 M scab 1: 11 7-0-2_ i 2 - CS1 DEFL in too) I/defl I PLATES GRIP TC 0.56 Veit(LL) n/a n/a TL20 245/193 BC 0.22 Veil(Tt-) OA4 A >160 WB 0,00 Horz(TI-) -0,00 C n/a Matrix) 1st LC LL Min I/defl - 240 Weight 24 lb BRACING TOP CHORD Sheathed or 7-0-2 oc purlins. BOT CHORD Rigid selling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C 224/Mechanical, B=280/0-8-0, D=80/Mechariical Max Horz B-9 I (load case 3) Max UpliftC=- I 48(load case 5), B--74(foad case 2) FORCES (If)) - First Load Case Only TOP CHORD A-1-7-21, B-F=21, B-C=47 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FL3C2001; 110niph h=15f1;'FCDL-6.0psf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and,rght exposed;Lumlber DOL-1,60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) Of tRISS to hearing plate capable of withstanding 148 lb uplift at joint C and 74 lb uplift at joint R, 3) Truss shall be fabricated per ANSVT PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise rioted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information an this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit, for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1 .25, Plate Inctease-.1,25 Uniform Loads (pit) Vert: A-E=-60.0 Trapezoidal Loads (pit) Vert: E=-0,0-10-C--106 1, B=-1,7-Io-D=-35,4 c IJ 00 CD 2-' Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390690#! Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 Job - -- Truss Truss T" 53906980 IHJ7 IJACK eritex-Unando/l b92/VjsK/4-14-3, Job Reference (o Universal Foi-est Pr6ducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. 11 6 8 6-7-12 1-6-8 6-7-12 12N G 20 1 3x4 -- Apr 19 12:17:18 2003 Page 9-10-1 3-2-5 M F E 2x3 0- LOADING (pst) SPACING 2-0-0 CSI DEFIL in loc) l/detl PLATES GRIP TOLL 20,0 Plates Increase 1,25 TC 0,38 Veit(LL.) 0.02 F-G 999 TL20 245/193 TCDt- 10.0 Lumber Increase 125 I BC 0.39 Vert(Tt-) 0,05 B-G 999 RCLL 0.0 i Rep Stress Incr NO WB 020 Horz(TL) 0.01 E n/a BCDL 10 0 code FBC2001 iMatrix) 1 st LC LL Min I/defl = 240 Weight40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD BO- T CHORD 2 X 4 SYP No,2 BOT CHORD WEBS 2 X 4 SYP No,3 REACTIONS ( lb/size) D-150/Mecliaiiical,B=437/0-8-0,E-473/Mectlal)icaI Max Horz B=l 76(foad case 2) Max UplittEr—I 13(load case 5), B-137(load case 2), E-80(load case 2) FORCES ( lb) - First Load Case Only TOP CHORD A-11=21,B-I-1=21,B-C-,743,C-D--68 BOT CHORD B-G-679, F-G=679, E-F-0 WEBS C-G-215, C-F--826 Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001; 1 10niph; h=151t; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb uplift at joint E. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no tesponsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1,25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-H--60,0 Trapezoidal Loads (pit) Vert: f-1-0,0-to-D-148,5, 13-17-to-E-49.5 C\J 81 f Job !Truss I T1 uss type 53906980 1-8 MO Universal Forest Pioducts,Inc,, Burlington, NC 27215, Jeff Kerr ty W 1 4-. 1 .1 1' Job Reference (optional) 5,000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:19 2003 Page 11-0p - __ —7-1 3 I ill _ 81 1- 00 7-1-3 6 6 13 B OI A 3X7 10- 3 - 14 26--- 3-15_ i 32- 10-1340 0 0- 41 -0,0 6-3- 15 6 6-13 7-1-3 1-0-0 Scale - 1: 67,! N M L K J 3X7 3X6 -- " W = 3A 30 = 3x6 10-3- 14 Plate Offsets (- X,-Y): [D:0-4-01,0-3-01, 0-4-0 0 3-0 2000 9- 82 9-8-2 10-3-14 LOADING (pst) 1 SPACING 2-0-0 j 1 DEFIL in loc) I/defl 1 PLATES GRIP TOLL 20, 0 Plates increase 1 25 TC O 53 Vei t(Lt-) -0.20 i L >999TL20245/193 TCDL 10. 0 Lumber Increase 1,25 BC 0.78 j Verl(TL) -0,47 L-N >999 BCL L 0.0 Rep Stress Inct YES WB 0.41 Horz(1_t_) 0.15 H n/a BCDL 10, 0 Code FBC1200 I Matrix) 1st LC LL Min Ldefl - 240 Weight: 196 lb LUMBER BRACING FOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS I Row at midpt D-L, F-L REACTIONS (lb/ size) B-11353/0-8-0,H-1653/08-0 Max Horz B-1 78(load case 4) Max UpliftB- 360(load case 4), H-360(load case 5) FORCES (1b) - First Load Case Only TOP CHORD A-B-22,B-C=-3317,C-D--3013,1)-E--2114,E-F=-2114,F-G--3013,G-Fi--3317,H-1=22 BOT CHORD B-N-2986, M-N-2442, L-M-2442, K-L-2442,,)-K=2442, H-J-2986 WEBS C- N-370, D-N-532, D-L-747, E-L=1 180, F-L-747, F-J=532, G-J-370 NOTES (4) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; lb=15ft; TCDL=6.Opsf; BCDL-6.Opst; occupancy category 11; exposure B-1 enclosed;MWFBS gable end zone; cantilever left and light exposed ; end vertical left and right exposed,Lumber DOL-1,60 plate grip DOL-I .33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANS1,11-i-11 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to (educe buckling of individual members only and does not replace election and permanent bracing required for the overall building design. Building Designer shall verify all design information an this street for conformance wilh conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard T, Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OT8 4C STICK FRAME BY OTHERS cry w z z vZ Ln LLJ n m D 4- rn Q) CD q D C:) LLJ LC 01 Lj LD 0 0 cr0- 0 DRAWN BY: TWH CHECKED BY: DRAWING NUMBER 1,310005 4 V RE 5I N5 53 NrT.wcowt STXm MCA ib• 4MC OXK A .ALp Ci ./ roc -wc ew a REV, NO. j ZCNE; DATE; £ON N0. APPvD: DESCRIPTION AM6 op€nuxa +ONPlr«4 ulnwa ) S on .m- A 9 I 82 4l/09 - 4WW 07t' (ij WAS i23 i9R TRACK 841T SGt® AWA' r:OrazoxtAx Tpscx bilwPOPB AV i RO G WK FKU S7',CI ATTACACO SO OOQA "74"A m w wh e1Ai lA bja iC6-l-UF b I i'KA•OoTrow t CANM4 IiJI + I YS`M Y tC G P iv. sTC FtAC AAAC947 11000 S t 17 e/i tl ws:Pzws. f 1 FLISTSD i LE: Y' NLY. STEEL rw.CTRA49T4004.u 4wT%AIX, rkV ro.} TAKa rta ssi. i REPOR7#9606C C' r 20 G Ur ^ S'JN r t'wy'M OAS V-aAAS DO AW q SdL'1rCa, C1L) 47a.blb' WT!!'f *iiAb SLe yyA AYT7a%FL WTAAL xm L=x pwP oMb!(rS LaY NOR Ma71ii . II1-4'SW rpitiC efts+ LLY, IS w CW 39 7 OA.:iM, jI 49 To T'-p• r CDOUT dj "fiCeS 4 C4tTVW ON 041 SL'pJACE . 910 ° w o ' 4w Be stow AY RO 4wrj 1 T'-C CON34T of {# }. {4117 NC7 j ro D a iiJBX UWACe. Hpftawx .uffi w MOT cao1 ao a< W sKv, srm. ENO #TkL n YA8 'fU.lOM wwt t+x# n O OA i/#ACAn UK ALLY. > Rm. M(7ZA. S7si Ito NSwtIn VA00sr 7S c e. Y/srau 1we / Cj Y8 4A. rya• SiiC. /4A3{$ 6AN lzQ vicwY. ae 7i C„Yp wip twl S/t MR TAMCKUG SCp£ SxxiCGTAO 'wRM o-AO Hw, toowm/ { J^ CA;vantTWq. 7AXSO-QN ?Aal(R, OR x+ S Si.a% PSi W4comcpro OR 7/I4' 4.0, pCUNo PiR'NN I 4QgaalA'sl^ t+840N SCprbs fiW 77-r Y OO#i1 3+Y S,OoO I f4wAC,A+T# 'i rQT M 9DL+P UTCN RN.O{3 w9 1wY. rJNCKT=). '+u.SNO4A u+CWC® 'Y!M { m fAifAM4A { 9N6 fG a041ZAi Fx7UR Y 4 i 40 72 G C+LY S OMixi wAttu6 T0."0.. i' a0. RE`,%.nc(7 ' r.+lai SntL TWX FAMED It J C; kMrt &uo LAtCri oN 7A G ulv, S7ai.rAs AJn 7 >+7'Th J Ffi§ 5Gi 4/ (&fr NCI )'4-0A 1RXi1 ATS ro Si i /4. LAW4NbtT Y;UL i u%l+Nhhq flM1XY. 11CA3S3MT+L iMiBB OO Mit yy;aM a' t/A OO4T . MUr a?%1 iCRf'K FGA iM0 NIwOL I Slop 4p d(Wt11 L TAWQ 7 OR TWO T ., 4SA. t1+171.kvow Om V CIA i 7 rztgo / AVUix 114 YCtiC;. CAS ST92 .m < Ax4k^rmA8Yk4 &Hon7 STPA+, )O aa: EiLEb uwx * WVV=l w.C. !i WTUL m'afn.n.aama c `mr vrY_OTML s_,•--: O-C nootim n,R, 0.6s44 li 1, TALL U-#M a (c) i 4'sC C4' Iii! r e±n i sc u aav, mcCt T rat •ice Lxxw D£3CN LOaD4: +Z4,0 PSF -2<.5 PSF INN. Teas s TN » xS a see w 3DE TM OPROx or ac wnaessaw a A T£ 5i 5; a35.9 PSP do -3i.0 P5 p . 3° " ]• YALL . i0 a CA6v, $TaAl. v-AeWb tYD Slut AOLi nwa. 0 OF OOCft a TMOaO top »K 9Aa.OwOOx KO it pkANC( + ..,x w A S-7=A-7 vaTgnN ((aa rro u-Asps snu LOCK a Tu wa mua arx PART NG.t ON 007TU 8NC U'•Mp CM NUR INTO I -f A A '^ StCfiCN IAnA 11Z ATTA040 m" ONC UMpbs Staki 4UfMiss H7 1$ SL SWO 16W w vniN a aa.7 i° SW TAvrv+O Logs n+ er,no.Au«/w ^*um», 1.JL11.Jinclrmati 9M iSY02 C rtA LouTxa rrs A a m nlrar w TOLERANCES 4+ Td gb13-bt-+xo Of Wpp, A n.nti Aa as by Np. t-SIY 62-S,ii9 T a.. tp7r7r arAt . u mew raw. m .C4 . t,OfS 4ESCRiPTiON: MCO£L 5RS7 '+Vt 95-0 x 6-9; 2`/-:.5 OESiGN t0 Oflp . #, 045 ra w crv, msa aonme awACxET, e..r,. rot aA.r "i0 40 . t.09t DRAWN BY' sm"A HATE:; d/15/99 SCALE; t+TS o ,/ , 1 O+y *a. # 7/T CtiEGiCED EY: uvm LATE: 4/95/09 SHEEP 1 C4 a 5lZE i Ttxro angEA cl% j/// I RroJ+cton ' ¢ +sons w vari+E3. ^WC, NC„ 102115 RED', Noi CNJ 2 0 n. Th*n,,a-TV to -Swing Door WOW %omos System MAX 18 Single Positive 67,0 PSF Negative 67,0 PSF Single up to 5'4 IWO lid*0a3 Single with Sidelites, positive 60,0 PSF Negative60-0 PSFocvN. up to 8'4 VO -/-* sidolit-s Negative 4TO PSFDoublew1wc, S deiit&4 Positive 47.0 PSF Negative X. 0)(, X0, OX0, V, oxxo The head and " iambs 01V rug*IjOinl PI- nwsuring c min. 4-9/16' with a 712' Mbbefd st*P- 1/1E 6' TAPCON wx is' O.C. 1/2' DRYwALL TYRANCHOR J/14- wccht rYn ANCHOR 1/2- ONWAU "IN U.-IONRY Lw7fL IX 9" gn Lam? s" _ t. 2) MASONRY BLOCK F 16. 712' ORYWAL 1x F1 2 PRR331W TAPCON 2- WfWALL rrPE 1 2 ANCHOR 2X ttCK & CO TAPCON OF' EOIJAL r-FLRFhkG235La. SHW RATWG) J/15, TAPCON 2 see not. n p I rT — TAP=N .3/16rfFCAh0 -3, wN. SHIM 1, This system has been --akrctvd for use in iocotions cdhorinq to the Florida Stdiding Code and when pressure regirnmenia as dtannind by ASCE 7 Minimum Design Loose for Buildings L and Other Structares do not exceed the design pressure ratings listed herein. I For instabotions where the sub -buck is less than 1-1/Z' (FBC section 1707-4.4 Anchorage Methods and sub - sections 1707,4.4-1 and 1707,4,4.2) Tapoon type concrete anchors must be used and the length must be such that a minimum 1-1/4' *nqc,..n*n1 of the Tc;>.w into the masonry eaN is obtained. t z Zw— to a, IC z Vn a a z 0 Co Q1 813. 684Za3I OAX. 4/ 3/02 SCALr-, K74. DW- er ) CLN Cw, BY. FLW. DRAWINC NO-; 7-02201 P 1 01 1 hams—Tru Out—Srirrg Door Wood irrasnas System .sF'` •N ,$y i AT1N .: r Nox trt =f si 1e J' wax 1e o_c. np up to 5'4 x S'0 -Iwo sidel'fea _ iit9g3s Positive 67.0 PSF Negative 67A PiF Doubts up to 5'd x 8'0 r/wo sidoUtoa q Single with Sloolites Positive 60.0 PSF Negative 60.0 pSF N x, 61. X0. ox0, XX. OXx0 7ouble w/wo Sldelites Positive 47,0 PSF Negative 47.0 PSF Q V)O Ehi Ru aEcCRiPTTON: Tho head and side jamb. are ru°gerjoint pine O t® rnoo,wrimg a min. 4-9/15" with a 1/2' robbeteaf stop. LJNM Q :7 Ma p; ^ Pif 3/ib• T N 7 x d F7 C a W 1... suX 1B e.G.g ORrWAU P,PE AN{3iaR S" 2 t-- —1 Mm UN7EL 1 x 2 MR040 _ 1 I a'i fY"Ali 'q n 3/ 15' 1 APCON ay • r "t s j . ifPE AACHOR 1X aUC< J/16' TAPCON® + rME ANCHORMAY25LAX Mm N n SHIM SPACE J/ f{. { 4 'C sc to I— m v 3/lb' TaPCON J a.23"—i3 to BiiFtO$ ` v v rn O jj asZ 1.75 j ;h 1 JA448 w f a x 2. 1/2' gg m •+,. TO X SU8 B gy Xr •u' PFH WS us i 'v v -F.7C j a ,per ''•° HEAD JAMB MASOHRY BLOCx _25' 0 2X SUB —BUCK CgCg y, SiAI SPACE .25' ,. u. ltati m J WN. y a x. :EUS. 3/15' FAPCON RK3R O TrPE ANCHORP s ' acc T TAFOON OREOLtLU L. i_ i5° b1Ul. 3/ f b' y 235 LB, SHEAR wihcO TYPE O Or O t SHaJ SPACE —p r e 4 PFN AS .'a` ', ,.••' C— Yx 2 F'SRRtNC O VERMAL SIX .AWE 1x BUCK C TO US —BUCK JV eV4Df++U 7sakSUCTAftPS. WC 1 x 2 FtRRING 1- This system has boon—couatod 4o1 use M loc<dions odho iN to the Florida Building Cod* bY3.684.38JY 15" INS• and rhore pressure requirements as doterminso by ASCE 7 Wininn— Cesign Loads for BuiWings G— K `LL DATE 4/3/02 yt and Oth*r Stnuc%urea do notaxas*4 the design pies#ure ratings !"rated terror», F Cif SLOE .tANB SCALE, N.T,S. 2. For instatk7tions where tho sub —buck is loss tbnn 1-1/2" (FBC section 1707,4,4 Anchorage Methods and sub—src4;ons 1707,4.4.1 and 1707.4.4,2) Tapcon typa controte anchors must be used and the OHK. 8i; R.w, i* ngth must be such that a minimum 1-1/4' engagement of the Topton into the masonry rail is obtained. CRAWR4 NO.: 3. When using a IX sub —buck a 5-9/15' jamb w required to allow for min, edge spacing for Topcon typo anchors T-02203 i o1 P r ? 0 t D S),NATdON- Thermo-Tru In -Swing / Oat -;wing Door Wood Fromea System F lC.N PR cSLrR 6teT7NG: trtttLtly" 7y Rar NObe1NA Si7F Single up to 5'4 x 8'0 .,Iwo sidelites - Single Positive 67,0 PSF Negative 67.0 PSF Double up to 8'4 2 80 vfwo saclites Single with Sidelites Positive 60,0 PSF Negative 50A P5r iA1 DVF opaPiONs X. OX, X0, OXO, XX, QXXG Double w/wo Sidelites Positive 47,0 PSF Negative 47.0 PSF O j az, k=s&DESCRtP3'irJN: The head and side jambs nre ftngerjoint pine measuring a min, 4-9/1V with d 112' rabbeted stop• p twit qqrpQ A; DOUBLE ZX HEADER z t/2' aRiM/1J, SMEA?Nv+C niW-ADER C p : 4tN Q 00C3R v Q' 2X STUD s. a2;' z° a 9.a' tv fi 81 Q STW2X44cK n PFW ws r Lu JCB+ DQIt91 E 004R n t L D tLO is x 2-1/2". 3.0 1 Lz VU 1 C3 2 E8 1e5' lwse, C-SWuse ® a4 StNu SPACE DAM 4/3/02 1VVUCAL s .wee oWEKr. s i This system has been evaluated for use in loeotions adhering to the Florida Building Code tl SY: kw. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for 8uildi.';s DRAWNco m rf1 ntner Structures do not exceed the design pressure ratings listed heroin, s t 9, I - TFIERMA o TRUS r CLASSICl/'SMOGTH STAR' MWV4 " S*OLE AND DOLGLE W/A W,IOUTWDELTTFS W&X.ATW MMMMAM DOCR W-TH WOW ffWfE$ LE7-K7K 1, THIS PRODUCT IS DESIGNED TO WET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MAMI-DADE COUNTY 2, WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRICTURE. 3. PRODUCT ANCHORS SHALL BE AS LtSTEO AND SPACED AS SHOWN ON DETAILS. ANCHOR EM[SEDMENT TO SASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MAMI-OADE COUNTY. 6, MLAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS AffE REQUIRED FOR SIOLIZEa 7. SIDEL[TES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATIGM Darr & Sidel to Leof Cantcucti2a: Face she Fiberglass avg. min. yield strength F 000 psily,(..Ih);1 161; - 0,070' minimum skin thickness Fiberclassic, - 0.1111 minimum skin thickness a Polyurethane foam core, withl,9 lbs. density by BASF. gg The skin is constructed from c 0,070' thk. compound C The interior co»ty is filkd with 1.9 lbs- density rgthcne foam. The4ref face shfffs are glued to the wood stgo agd 61s. Th- s reim' , 01 latch c wood lock block mmwl 2.. 75 x K0 long at the location, The hinge stile is Finger Jointed Pine and the top and bottom rail are of a wool, composite material. In the double door oppkmtion the inactive door is felted with an extruded aluminum astrogal (*',no Jamber 0) of 8063-T5 allay. ffffiffi The frame is constrixted from fir, jointed pine. The the 16go. I/ cro-n x 2' long The ions 0 (3 1=I each side, ;am re secured together in a ssideRe application3181, x '2' " PFH Wood Screws (6) screws per each mulF*n. The units use on Inswing Saddle threshold measuring 5.75' x 1,548', The sidelde panels are sandwich glazed t" tv r-o MV- The dry glazed on the e.1,6.1 with s`I3' th* rx", q tape (St)-P Tope caulked withswcone, The Ref ore hefd a 8 x 1 12 long Pdscrvw TABLE OF CONTENTS SHEET # DESCRIPTION 37.5 MAX. OVERALL WIDTHR MAX, H 35' MAX OVERALL WIDTH T— LU tCc4 co co F75 MAX OVERALL FRAME WIDTH 3' .,25. MAX. PANEL WIDTH fZASTRAGAL T— El Im it E2E 7Ld 1 105.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. 75.5' MAX. PANEL WIDTH FRAME WIDTH WIASTRAGAL 13,75" MAX. WIDTH u000 7 125' MAX n D.L.O. WIDTH D::) C) M co Z' 4 J E 50VBLE W/SIDELMU IN 68,5' MAX, OVERALL WIDTH ALL MODELS ARE VIEWED36' MAX. 15.5' MAX FROM INTERIOR FRAME WIDTHPANELWIDTH 13.75- MAX. WIDTH 7.125' MAX. D.L.D. WIDTH LJ co 6 J7 C' 1 If z011FF?N --- r43a2RUEER DOLIBI E ISELNG UNIT kW CAM .08z, DESIGN PRESSURE RATING CETaLM FLORIDA MG N.T.S. WH R WATER INFILTRATION M - TJH UNIT TYPE REOWREMENT IS NOT NEEDED C.0 91. RW TINGLE 67,0 PSF - 67-0 PSF MANUFACIIRM NAMo aq-cko.: 55,0 PSF - 55.0 PSF S-2151 07 SID ELITF5 3c + 55.0 PSF - 55.0 PSF ITH or IM A 5TE R 17, UaE 1.68` MIN. PANEL THK. t v' ,naN 2 DOOR PANEL 4 N a ryryz , 16 LTA T 13 17 C3 z 5 u 20 pt O'Q O 29 h It co m 42 ro n 33 ofi O o 43c 34 O.a p, ', 0 :. o . SEE NOTE 5 SHT. 4 m U p... O o iU a xZ pp w qK S£4iNOTE i SHT. 4 z v } taz qqn 2#w MIN. GLASS THK, O o 0 25 O va3 V3 FOAM GASKET & a ncv co SILICONE GAP BEAD O.' Q '-e..o 6 3' 1.68" MIN, PANEL THKuj U _ 13 SEE NOTEz145SHT. 4 0 co — z n w 29 cv qd/ VY gLqLDWG smc a. q. '. v aareOB i0 till TJH cHc er: Rt 2 SIOEUTE PAN , y S-2751 sin 2 w 8 24 z L'J 8 7 > SEE NOTE 2 EE SHT, 4 0 00 27 CD DD In- ICL ® X " ACTIVE a: Z (D INACTIVE :s LLI LJ m cZXuoCL 3 ASTRAGAL RETAIN 31 BOLT 8-0' LG, TOP BOTTOM (2) SOUS jELR12P (2 m Xz AT TOP & (2) AT 80 SEE NOTE 6 18 SHT. 4 FOAM GASKET &z0" AP BEAD - 0 43 TRAGAL SEE NOTE SILICONE r 0 i- 05S 0 43) a 3 1. 15' MIN. Eve, t--,25 . MO. SHIM 75, MIN, FOAM GASKET A C- SINK 4 SILICONE CAP BEADF EE NOTE 34 435 SHT 4 33 25 13 36 29 q w 41 17 SE NOTE I INTE&Q 3 SHT. 4 0 SiDELITE TO BUCK 4 26 9 10 29 37 CL SEE NOTE 7 SHT 4 N M & 1110HINGE T 6 TO SIOEUTE Club T' 1- G 1 9 P A\ A - T, TnTr7rr"l m 41 SESENOTE I SHT, 4 MF 1, 15" MIN, EMBED, C-SINK 5- MIN. 3 27 37 25' MAX. SHIM SPACE M12- cltoR4LATCH8TOBUCK, NOTES: 1. SPACING FOR ITEM NO, 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTrAL FROM THE TOP Do" ON SIDES; 5,5', 76.57, 27.57, 38,375, 49,375' & 60.375'. HORL70NTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2,125- IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE A5nW.AL TO THE v44cTP/E DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3, 5". 18.25 40.5', 59.25", 74.25", 76.25' * 78.25', 3. THE HEAD JAMS IS ATTACHED TO THE SIDE JAMBS WITH 3) ISGA_ x 112* CROWN x 2' STAPLES AT BOTH SIDE 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 16GA. x 112' CROWN x 2,5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE AMB WITH (12) ITEM NO. 43 (18 x 2' PFH, WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMS, FROM THE TOP DOWN AT 13,5*. 31-, 48.5- 66_, THERE ARE (2) AT THE HEADER AT 4® IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE 2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS' 6, SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER 15 THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE Top AND Up FROM THE BOTTOM WITH (4) MORE SPACED AT 13,7- O.C. 7. WHEN ATTACHING THE HINGE TO THE S AND THE SUCK USE ITEM NO- 12 (110 x 2' SCREW). WHEN AACHING THE HINGE To THE jAM8 AND THE SIDELITE AT TTTHE MULLION USE ITEM NQ, 37 (110 - 7 314- SCREW). m m 10 ml- EMBED. 5' MIN. C- SINK HINGE 4AMB To BUCK, FOAM GASKET & SILICONE CAP BEAD m 0 o 01 Z, n z& 36 Lo 41 SEE NOTE I SHT. 4 R' N STRIKE JAMB IBTo S'OEL'TE 7- 7 sm 12 SEE NOTE S 25 7 SHT. 4 IM SPACE I 813. 564.3831 wom— MEW S- 2151 4 or E SEE DETAIL 'F— SHT- 5 q 12 C) 00 3 SEE NOTE1063SHT. LJ 3- 3- 3 3' 3® A I 9 3'T 7TYR. 0- TM TM SEE DETAIL - SEE TE F- SHT. 5NO SEE DETAIL 6 SHT.SHT. P. 4 CL 0) TYR. o— E-, 5 TY SEE NOTESEEDETAIL G- SHT, 5 TM SEE DETAIL SEE DETAIL SEE NOTE 'E' SHT. 5 SHT- 5 SHT- 4 TYR. TM13 SEE DETAIL TYR. 5. G' SHT. 5 ems i G TYR, TYR. B ".I ®' ( 3, I — ---- —c 3' 3, T 5- 6- SEE NOTE 3' 4 SkT 4 5 lt vi 3' 6' rc B-O.A.11-, tEN CTuRER NAIMESMANUFA Tz MASER A 0.357- SOLT DEEP ENOUGH FOR A 26arc 13 BOLT THROW 813.684.3831 12 100 13 t- 1 13 10 DETAIL' F" DETAIL "H" 10 ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL *E" c pSAIL STRIKE PLATETOFRAMEATTHE THRESHOLD r WN MEN= am_ womm mm aftc No, S-2151 rf 5 OF CENTRAL I MAINUFMCTURE SEE DETAIL F' SHT. 5 EEEHH KLE f 3' 10 3 6 3' 3' SEE NOTE TvaTYRr-T4 r.(P. 3 SHT, 4 SEE NOTE SEE NOTE\ SEE DETAIL In 3 SHT. 4 6 SHT, 4 F- SHT. 5 TYR. SEE DETAIL G® SHT. 5 SEE DETAIL SEE DETAIL SEE DETAIL N' TYR E' SHT. 5 TYP. E' SHT. 5 SHT. 5 cN TYR DETAILSEEDETAIL. Mm G' K' SEE NOTE 5HT. 5 4 SHT. 4 14 TYP, 14 TYP, TYP. SEE NOTE 3' 15- 3' 4 SHT, 4 14 tE-— TYR SIN= 453- GLASS IFITE 453' GLASS BITE 32 40 33 AD34 25 1/8- TEMPEREDERIDR 25 1/8- TEMPERED CLASS 40 GLASS o. 25- AIR 25- AIR Q o 0 SPACE SPACE Lq 7LQ oTEMPERED 1/5- TEMPERED I GLASS 41 IgER1z M GLASS 36 z SEE NOTE 36 Im 26 6 1 SHT. 4 to 41 25' STEEL SE NOTE 7 -25" STEEL INTERCEPT INTERCEPT SHT. 4 SPACER SPACER IN5UL6TEJ2 LIE-FRAM 9LASS E-GLALL9_2261 I 11 11,; 3 !-1 §11: ' 4.563' 9.D6s® T— In 2 21 3 FINGER JOINTED PONDEROSA PINE m ILL 4 X 4 STEEL LjQQHHitr E OD —I.077'--j 1 -531 Sip ITE TQP 2L_kQTjQW_RAfL FINGER JOINTED PONDEROSA PINE I 526' 1 -1 232' 33 PLA51IC UP LEE EE6Y FXTRt]DFD BTS F62 147' — 191. L71 -T j —N NT T 15 a=QBOOT 0. 09' EXTRUDED 'ANYL WALL SS, 5070M RAII, 11 WOOD COMPOSITE dF711E - 11 SfT H1 ,trFO TOP- L6L WOOD COMPOSITE VI 1. 531 c1mr1l rrr Pf ANV qir)r Siff F 6 1. 531- FC, WOOD HlNkE-SIDE —lMU I I 1, tl 2. 375' N,T. S TJH LRw — T 30WOOD I OCK BLOZ S-2151 FINGER JOINTED PONDEROSA PINE smzET 7 of 8 1,531 1 316' 31 1. 53 1' 592' 179' H PR ' T P FOAM CELL CORE WNIL JACKET 3' j - 579 D 175' I IP BY THERRA—TRU FOAM CELL CORE W11ANYL JACKET' 16 0 DRILL TRU FOR 357' VIA. ASTRAGAL DRILL TRU FOR A 1$ RETAINER BOLTS pFH WOOD SCREW 2PLCS WINQJAMY— R—I—IWMR—U—T-Z TTKT 131: 6 13tYy 2 2 cr mc, ZO0 C.) Z, L 2 206 cc SS, WOOD HINGE 21QE U, co L IN 4sotrASTRAGAL HAS 2) & 0- 4 BOLTS 0 BOTTOM IN ( 2) 8.0- 5 0 TOP I24 STPAC. AL A lWMATERIAL: IRYELLOCH IA E 77' I JLN-21-2M2 09'52 MILESTONE WINDOWS 407 323 P.02 A 3UN-21-2002 09:52 MILESTONE WINDOWS 407 323 97213 P- 03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering staternent. Any questions should be addressed to the undersigned. uzm Ws= Robert J. Arnoruso, PE ra (af) rnp -r g.ptpporj e Florida PE License No- 49752 JGMIHMZO k• Cc: Earl Moore/FEI File PE Sealing Statement - The letter was signed and sealed with an impression sem as required by Section 61GIS-23.Vol, A rubber stamp seal was also Z"+ for orange County Building Division Masterfile scanning. n1e: PES4034watt Lane, SanfD FL 327YI-160 0 # (407) 323-3300 - Fax (407) 32i -3337 4' tdryerduct to caproof Kra" a SX4 lwcd Lmm a 12XI2 1wCd 45 om a" f 260 um a 14x8 "'C" 1 185 4m M090imm Pw IM AKA 7m, 3' both dvct___----- to roof cap 10, ar w/fan 4 lwcd ir-T* low 5 4'8x4 lwcK 4' 15 Ftit m 19, 4 3' both duct to roof cap 'L1 0 5 imV 4 w/fan OWA7 RM 250 cdw EEM am* 14' 1Ix,14 rcg 8x4 lwc: d 1z, IOXG 1wcd 5 14- 3'1 70 P A— 24xl8 ra =3;4W r---ft owe -on OPT FIREPI ACT 7' WAX ve. ' r 1160 12xI2 a 42XI2 A/C :SLAB BY BLDR MIN 12x6l 1wCd 2' FROM WALL 93W',13 2—CM COW N E NIR scale 4w 2, 5 TCN W1101<W e,-40V IPH AM 18x10 plen platform by bidr ELQQR.. PLAN 15' X 7' OLKEM Must have a Pin sum clearance of 4 inches around "he air handler per the State Energy code. All duct has on r=6 insulatlon value. u X OJ E-1 LL- V) 1 LLJ x LLJ — 1 C-D F-- LLJ z Cu LLJ L-1 u >-- 03 Rating rn w r- N m 1 0 D rr, m n - i cn C) 0 ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD V H. (TYR) W I N DO W HEIGHT) CAULK BETWEEN WINDOW FLANGE S PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EGL. PERIMETER CAULK BY OTHERS CAULK BETWEEN B.W- CONCRETE OR WOOD BUCK & (BUCK WIDTH) MASONRY OPENING MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS BY OTHERS ONE BY WOOD3/16' DIA. TAPCON BUCK BY OTHERS 1-1/4' MIN. SHIM AS R-O'D. EMBEDMENT RIGID VINYL (SEE NOTES) GLAZING BEAD INSTALLATION ANCHOR ( TYP.) 3/i6' DIA. TAPCON N SHIM AS REQ'D. 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL BY OTHERS NOTES SECTION A -A T) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX- ALLOWABLE SHIM STACK TO BE 1/4w D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063_ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMIEIS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK. OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO"D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL. FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND Z SERIES- SINGLE HUiIGS. ELEV/L/-\\T 10 N GLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.W- WINDOW WIDTH) SECTION B-B 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF [fi[ SUFFICIENT LENGTH TO ACHIEVE 1— 3/8" MIN_ EMBEDMENT AT VIEWED FROM E X T E R gg1 0€ ALL INSTALLATION FASTENER LOCATIONS. r I PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & i MAS'Y.. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 1-1/4` MIN - EMBEDMENT I> O iHERS m TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD} LOCATIONS IN JAMB SIZE SIZE 30PsF TO 40PSF 41 PsF TO 70PSF 30a5F TO 40PSF 41 PSF TO 70PsF 12 IS 1/8 X 25 B B F.G F.G F.G F.G 13 18 1/8 X 37 3/8 B 6 F,G F.G 14 18 1/8 X 49 5/8 B B F G F.G 145 I8 1/8 X 55 1/4 B B F,G FG 15 IS 1/8 X 62 B B 8 B F.G F,G,H,I 16 18 1/8 X 71 B B F,G F,G,J,K 17 18 1/8 X 83 8 F"G F,G I H2 25 1/2 X 25 B B F.G F,G IH3 25 1/2 X 37 3/8 B B F,G F,G,HJ 1H4 25 1/2 X 49 5/8 B B fG F,G,Ht IH45 25 1/2 X 55 1/4 B B F.G F,G,HJ I H5 25 1/2 X 62 8 d F,G F,G,H.I 1116 IH7 25 1/2 X 71 25 1/2 X 83 B B B F,G.J,K F,GJ.K 3Q 1/2 x 26 29 1/2 X 25 @ B B F.G F.GG 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B B F G F, 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B B F,G F,G,HI 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B B F G F,G,H.I 30 1/2 x 63 29 1/2 X 62 B B B F.G.H.! F.G,HJ 10 1/2 x 72 29 1/2 X 7I 8 F.GJ K F,G ,J K 30 12 x 84 29 1/2 X 83 v B 22 36 X 25 B B B F,G FG 23 36 x 37 3/8 8 8 8 F,G F"G,H,1 24 36 X 49 5/8 B B F.G F,G,H,t 245 36 X 55 1/4 B B F,G,H.1 F.G,H,t 25 36 x 62 36 X 71 B B F G,H,t D,E.FG,H.I 26 27 36 x 83 B B F,G,J,K F.G.H,t,J,K 42 x 26 41 x 25 9 B 8 B F,G F,G ti.1 42 x 38 3/8 41 x 37 3/8 B B F,G F,G,H,I 42 x 50 5/8 4 t X 49 5/8 B B F,G.H,4 F,G,H1 42 x 56 1/4 41 X 55 1/4 @ B F,G.H.1 D,E,F,G H,t 42 x 63 41 x 82 8 B F,G.HJ D,E,F,G HJ 42 72 41 X 71 41 X 83 8 B F.G.J.K F,G.H,I,J,K 42 x 84 48 x 26 47 X 25 B A,C F,G F,G F,G,H 48 x 38 3/8 47 X 37 3/8 B A.0 A C F,G IF,G.HJ 48 x 56 / 47 x 49 5/8F,G,HJB B A,C F,G,H,I 148x56 /4 47 X 55 1/4 B A,C F,G,H,i D E.F,G.H,l 48 x 63 47 x 62 47 x 71 B A,C F,G,H.i D E,F,G,H,I 48 72 47 X 83 FGJK DEFGHlJK 48 x 84 32 52 1/8 X 25 B A,C F.G F,G F.G,H,1 33 52 1/8 x 37 3/8 @ A,C A.0 F.G FG,H,t F.G.H,t 34 52 1/8 X 49 5/8 B A,C FG.HJ D.E.F,G.H.1 345 52 1/8 X 55 1/4 Ei A,C F,G.H,t D.E_F"G.H i 35 52 1/8 X 62 52 1/8 X 71 B @ A"C F.G,H,i D"E.F.G,H,1 36 37 52 1 /8 X 83 B A,C F,G.J.K D,E"FG.J,K,J.K a 37 SIZE NOT AVAILABLE IN 1000 OP 1500 SERIES. T T INTERNATIONAL. INC TITLE: INSTALLATION DETAIL SGL, HUNG FLANGE WINDOWS - SERIES 1000 , €500 & 2000 DRAWN OY: B ' AI PRC 4 I I} BY: DATE:101C` f01 SCALE: NTS W _: ELEXOO I6 PRrpApll to RY PRODUCT A APPLICATIC4 ENC-94 ERING. INC_ 250 INTERNATIU' FKY., SUITE 250- HEAtFIR FLOR14A 32746- PHONE 407 805-0365 FAX 407 SG5-0368 T,! j T y 10100 x 2 U 3R E M ULL, N, W S IS Q —71--Tl` N 16 X /E- AMTZ (TYP 4 S X 12 S ELI- TAPP'N,L: SMSE w INDOV , FLANGES F #P; X A. P F 'N G S Ml S' C T i X /a UPE WULL N JAMB 2 X 1/2 S E: L F, T A 12 P1 Ni'l G S M S L SEA LAN T 37-T,WEENVTNT)T_lV VLANGES MiLi-ION I X 2 X _2 / 8 TI-I-Ec' MUI i 1 e y 1/S-LF Tltpz:iM1__l SMS T v-, SM S ILI, X X 3 l S 7 N iAFpPNG ISMIS X 3 8 1000, JAMB (Y72,) AX 1-1/2 SE-L-- F T N:Ew FLANG-' MULL7UN Ic Y APs INNS S M F-rl A Jj S x 1/2 SE L F TAPP'Nn SMS SEA, AN- W [N3 10V TAPPING sms I f 1 1/4' MIN. MENT TAP;'_LNOI SEALANJI EETVLEN' W'NTfrTw' F' - A. NGE A / -7'\ i"O CC-e 7ALlD7M,- - E__ V T F,- FF,D .1 j t"', 1__ -w= EY T A li A 7 T X-1-PNA 114 L; 3N -J, AL M, U U—i ONk Ul r i EAD APPi E S G H, E_ A 0; L L _W H XT 2` XA 4" UllSTA!_L,ATl0!N' ANCHLOR CEN SCRE,w, A"'NCHOR Yl S7 LL IF 1/4' MTN, EM 3 F.i H I T Rq7STLH AA i y I a Re Y P i r=5T F j P Q-%21 MN D T-IT T - is INTERNATIONAL, INCERE"A EXT Dlr_jRID1' u 1-101 SANFORD, FLORIDA ET01-10 ` 50C L A, N f-31FE SHE OFTITLF: i t J I c_ F T HER I DE S HEE T OFF FOR S T 1, I i,-, i : _SS DRAWN BY FPROVED BY: SERIES 1000 - & 1500 FLANGE VERTICAL DESIGN PRESSURE t:At-AUllt- CAPACITY CAPACITY CAPACITY CAPACITY I t APACITY CAPACITY CAPACITY CAPACITY i (fAPACITY CAPACITY 2X4X3/8iCA1X, I X4X3/8 1 X4X3/81CAPACITYCAPACITYCAPACITYW/881X27/l5X3/ I X2)(3/8 IX2 7/16M 811X2 7/16Xl/&lX2 7/16X3 81 X4Xl/ LILL JUBE MULL! TUBE MULL I TUBE MULL: TUBE MULLTUBEMULL: 6 ANCHORS 6 ANCHORSWINDOWWINDOWlX2Xl/8 lX2Xl/8 TUBE MULL 'TUBE MULL TUBE MTUBEMULL4ANCHORS 5 ANCHO CALL TIP -TO -TIP JUBE MULL TUBE MULL TUBE MULL JUBE MULLJ 4 ANCHORS 2 ANCHORS 4 ANCHORS RS 4 ANCHORS ORS 2 ANCHORS 4 ANCHORS 2 ANCHORS I SECT. A-A(5) SECT. SECT. A-A(7) SIZE SIZE 2 ANCHORS 4 ANCH SECT. A -A 5 SECT. A-A(3) SECT. A-A(3 SECT. A-A(4) SECT. A S4j_j A 2L, SECT. A-A(2) 1__LSECT- ASECTASECT. A 187.7211187.72 791.81 11187.72 732.42 791 .81732427336.52 740.2012191/8 x 26 336.52 1732.42 1336.52 1692.83 336.52 456.46 1493.47 740.20 1740.20 209.72 456.46 f209.7272429.55 539 12 539.1213191/8 x 38 3/8209.72 1317.66 209. 271. 83 i 359.41 539.12 .359.41 152. 75 7.46 152.75 1193.92 1131.23 -,152.75 11 14191/8 X 50 5/8,131.23 1479.33 479.33 11319.55 1460-17 139. 09 135.81 194.97 145 119 1 /8 X 56 1/4;. 94.13 94.13 127.29 127.29 135.81 02 423.03 282.02 '423.03 423,03 136. 64 '282. 97. 48 97.48 89.21 89.21 365.75 15191/8 X 63 65.97 T__ 212.62 296.98 296.98 09212.62 64. 27 64.27 i 90.09 ;90 58. 81 - - - --------- 131. 79 294.03 184.08 184.08 i 16191/8 X 72 143.49 43.49 4 1131.79 3955.84 55.8 36.45 39.83 .83 17 19 1/8 X 84 26.96 126.96 36.45 017 78 4927 78 IH2 1 26 112 X 26 1H3 6 11/2 X 1H4 26 1/2 X 38 3/ 50 5/ 1H45 g6 1/2 X56 1/ 1H5 i 26 1/2 X 63 1H6 26 1/2 X 72 1H7 26 1/2 X 84 1572. 13 262.87 1541.20 252.87 572.13 1262.87 572A3 262. 87 157. 93 239.21 157.93 323.48 157.93 343.74 157.93 343.74 97. 25 113.20 131.51 113.20 i 143./1 1201.45 69. 43 69.43 i 93.89 93.89 1100.17 1102.59 1100.17 i 143.81 48. 44 48 44 65.51 65.51 71.58 71 .58 88.01 100.34 165. 86 31. 79 i 31.79 42.99 142,99 146.98 46.98 165.86 19.62 f 19.62 T26.53 26.53 i 28.99 128-99 40.64 40.64 22 23 i37 37 X X 26 38 3/ 8 1216.75 a 122. 22 24 7 X 50 5/8 173.34 245 37 X 56 1/4 51.97 25 37 X 63 36.01 26 37 X 72 123.47 27 i 37 X 84 14.39 32 1 53 1/8 X 26 191-61 33 53 1 /8 X 38 3/8j 98.38 34 _3 1/8 X 50 5/8; 56.23 345 ; 3 1 /8 X 56 1/4139.32 35 53 1/8 X 63 26.132 36 j 53 1/8 X 72 17.34 1 37 53 1/8 X 84 10.51 471.75 185.12 73.34--- 51.97 36.01 23.47 14.39 417.04---, 149.02 56.23 39.32 26.92 17.34 10.51 85.3 83 70.2 48.7 31.7 19.4 8 85. 35 774. 953.21 34.6 21.2 191.61 1.394.49 1191.61 98-38 201,51 198.38 65.45 76.04 65.45 53.17 T 53. 17 156.73 36.40 136.40 139.78 23.45 i 23.45 25.62 14.21 14.21 15,53 SERIES 1000 & 1500 FLANGE VERTICAL MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X U r:- 417. 04 2t4.14 83.09 58.10 39.78 125.62 15.53 216.75 1122-22 85.36 74.98 65.43 148.62 29.81 107.65, 74.59 29.81 618.52 927,78 371.61 557.41 1371.61 1557.41 1557.41 1266.35 1399.53 266.35 399.53 1399.53 1235.70 339.42 21255.70 353.55 4 353.55 T207-1 0 236.83 207.10 1310.65 1310.65 1155.44 11155.44 217.11 1 21711 1267.38 ii 95.93 s 95.93 1133.99 1133.99 1214.02 510 1765 '510 765 '765 1 1 431. 36 287. 57 1431.36 287-97 1431.36 1 200.86 1301. 29 i 200.86 1301.29 1301.29 176.43 254. 07 1176.43 i 264.64 264.64 153.96 1 176.06 ii 153.96 1230.94 230.94 114.76 114. 76 131.61 1160.30 1 197.41 70.36 1170.36 498.27 1 98.27 156,97 191 •417. G4 450- 85 676.28 450.85 i 676.28 676.28 3 8 2 4. 1 4 231.50 1347.25 1231.50 347.25 347.25 5 1134.00 231. 01 154.00 1231.01 1 231.01 156.7 8l.44 133.48 192.22 133.48 T1200.23 i 200.23 148.91 57 14.0 i 3. i 172.63 172.63 35.9 2 35.92 84.77 184.77 197.21 1118.41 145.8 12 1121.77 121.77 151.39 1. 39 71.78 iD.78 1120.81 INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: F RE S S Li 0 OC VED BY DRAWN BY: FROV WG D DWG: 1VN-1 FFLEl 'P(__l D A T E: 0 1 SCALE : 1- J ---------- SHIM AS RE'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING PERIMETER CAULK BY OTHERS ii'.ric,.` . 'ii1 i a.:.t•.. ,;a. 'a SZ,i.i c' SLIDING GLASS DOOR FRAME SILL In INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS F 1/4' MAX. I 9 SHIM SPACE SLIDING GLASS DOOR FRAME HEAD DOOR HEIGHT EMBEDMENT d 4 1-1/4' MIN. 4 L a D P LIBERALLY APPLY ::J CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16` DIA. TAPCON SECTION A -A DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD I - BEE MIN. BYBY OTHERS 1--t—EMBEDMENT SLIDING GLASS HOOK STRIP SHIM AS REQ'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREE/ SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTER11IR ELEVATION 2 PANEL DOOR SHOWN SLIDING GL.,_ INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL WOOD RS 1-I/8' MIN. EMBEDMENT 1) DOOR MATERIAL ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OFI-1/8' INTO VGOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE_ 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD a JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR_ 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED VITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D- 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE a CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN, 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1200 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER 11) SHIM AS REQ'D. AT EA. SET OF INSTALLATION HORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'_ 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS, 13) VHERE 'x' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAVING, HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED C I ATIONS_ 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE III FL L-1,\ EXTRUDERS INT. INC. SINFORD FL TITLE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE; PITS DWG #FLCX0027 SHT I OF m___. - --- r.>r e..f t'na..r ar..r — —T C—v—.1 .11 11 - , — —1 —n I—, C,i TnA 17.4 6 9 7 SAX 447—Wt--07" NOMINAL DOOR SIZE AND CONFIGURATION 4062 xxOx, X0 5068 xx, Ox, XO 6068 xx, Ox, XO 8068 xx, Ox, X0 10068 xx, Ox, xcl 5-0-80xx' Ox, X0 6080 xx, Ox, X0 8060 xx, OX, XO 10080 XX O—X l-- x—O 50100 x X' 11 X, XU 60100 xx, Ox, xn 80100 xx, Ox, XO 9069 OX0 1206e 0xO 15068 OxO OX09080 12080 OXII 15080 OXD DIX90100 0 120100 OX0 9068 xxx 12068 xXX 15068 XXX 9O—aoxxx 12080 XXX 15020 xxx 50100 xxx 120100 xxx 1006e Oxxo 12068 OXXII 16068 OxxO 1 080 oxx'o 12080 OxxO 16080 OxxO - 100100 0x 120100 0xxO 160100 oxxo 10068 5( x —Xx 12068 XXXX 16068 xxxx looso xx — Xx 12060 XXXX 16080 xxx- x i00100 xxxx 120100 XXXX 160100 xxxx 8 SCREW INSTALLATIEIN ANCHOR CHART DOOR SIZE 48 X 80 60 x so 72 X 90 196 x 80 120 x 80 60 x 96 72 X 96 96 x 96 120 X 9(:, 60 X 120 72 X 120 96 x 120 109 1/ 8 x so 145 1/ 8 X 60 181 1/ 6 x 80 109 1/ 8 x 96 145 1/ 8 -X 96 161 1/ 8 x 96 109 1T8 — X120 145 1/ 8 X 120 106 5/ 8 x 80 142 5/ 8 X 20 178 5/ 8 X 80 6 5/ 8 X 96 142 142 5/2 X 96 178 5/ 8 X 96 6 5/ 8 IX 120, 142 5/ 8 X 120 119 5/ 8 x 80 143 5/ 8 X 89 191 5/ e x 80 143 5/ 8 X 96 191 5/ 8 x 1:3 1195/ 8 x -f 20 143 5/ 8 X 120 191 5/ 8 x 120 117 1/ 4 X 141 1/ 4 X 80 189 1/ 4 X 80 117 1/ 4 T —96 141 1/ 4 X 96 189 1/ 4 X 96 117 1/ 4 X 120 141 1/ 4 X 120 189 1/ 4 X 120 QUANTITIES IN HEAD & SILL UP TO 46 PSF TO 161 PSF TO 45 PSF 60 PSF 70 PSF 6 6 rilsoo 1010I Ll G u2 6 6 8 8 a 10 to 10 12 12 12 12 12 12 14 14 14 16•: 16 16 12 12 12 14 14 14 16 12 12 1214 14 141211212141 1414 16 16 716 1212 12 14 14 14 16 16 16 12 12 12 4 4 4 12 12 12 14 14 14 18 0 1218 18 12 12 12 14 14 14 is 18 is 12 12 12 14 14 14 18 is 19 2 12 1 1214 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA, JAMB UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 e 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 10 10 10 10 10 10 10 10 10 12 12 12 12 I 2 12 LIO1 10 10 10 10 12 24 12 12 12 12 12 2 12 1210 10 10 10 10 10 10 10 io 12 12 12 12 12 12 12 12 12 QUANTITIES IN EA. HOOK STRIP UP TO 46 TO 61 PSF TO 0 F1745PS :7 E4 60P SF 0 P PSF 0PFRSF' 4444 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 6 6 6 6 7 Z4 7844 4 4 4 4 4 4 5 5 5 5 5 5 7 5-- 7- 4 4 4 4 4 4 4 4 4 5 S 5 5 5 5 5 c 5 e 7 E> 7 4 4 4 4 4 4 4 4 4 7 7 4 4 4 4 4 4 4 4 4 5 5 5 c: J 55 7 5 5 7 ANCHOR NOTES: 1) FOR MASONRY OPENING W/TWO BY \dOOD BUCK USE: SAME ANCHOR QUANTITIES. 0 FLORIDA EXTRUDERS INT. IN, SANFORD, 'FL. FL SAJN F 0 R D , ' F L' 0 TITLE: SLIDING GLASS DOOR A INSTALLATION VITH #6 SCREVS ENGINEER, DRft BB DAT& 12/21/01 x 0 01 SCIPLINC: FL E: . 027 CIVIL scALE- Q. T.S. FLEX0027 S C T. FL- REG. REV. LETTER: SKEET. Na 47182 ? [IF 2 O,H, GARAGE Dim WIND LOADS BASK WIND SPEED = WMP}#. (FASTEST MILE) 110 MPA (3 5E 5T) UJIND IMPORTANCE FACTOR 1-0 OND EXP05URE CATEGORY = B AFf'LICABLE INTE AL 5 RE ICIENT t 0,10 LbDED 1N DE516A LOAD) DE54C N WM LOADS - WALLS = +22 , -15 PSF ROOFS = + 20 , -20 PS1= 30 FSF AT OVERH 5) 1 o92 PLAN. lim mill w I. DO NOT 50ALE THESE DRAWINGS; WRITTEN DIMENVON5 ANI: NOTES SHALL CONTROL. CONTACT THE FIELD MANAf7ER Y41TH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING RK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CON17ITIONS SHALL BE THE RESPONS181LITY OF THE 5U5-CON ACTORS. EACH 5U5-CONTRACTOR SHALL REPORT TO THE FIELD MA OER ANY D15CREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. IT 15 THE INTENT THAT THESE DRAWIN6,5 5E IN CONFORMANCE WITH THE 2001 FLORIDA SUILZ71INO CODE, AND ALL APPLICABLE LOCAL, CITY, CCUN17Y, STATE AND FEDERAL GORES, O 1NANCE5, LAWS, REGULATIONS AND RESTRICTIVE GOVENANT5 GOVERNING THE 51TE OF WORK. 4. ALL T ES SHALL FURNI5H ALL LA50R, EOUIPMENT, MATERIALS, AND PERFORM ALLIViORK NECESSARY, INDICATED, REASONABLY INFERRED OR RnOUIRED BY ANY GORE WITH JURI5DICTION TO COMPLETE THEIR 5COPE OF WORK. 5. ALL 34"X22" AND 3&"X24`° PLANS ARE DRAWN TO SCALE 114" = 1'-0", EXCEPT FOR THE SIDS AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL liXII PLANS ARE DRAPSN TO THE SCALE 115" = 1'-0" EXCEPT FOR THE 511::>E AND AR EXTERIOR ELEVATIONS WHICH ARE 1:>RAYNN TO 1116" = 1'-0". C COVER SHEET Al FOUNDATION PLAN, WALL SECTIONS, FOUNDATION DETAILS A2 FLOOR PLAN, INTER. ELEVATIONS A3 EXTERIOR ELEVATIONS, ROOF TRUSS LAYOUT ( A3-B.1: 'B' GABLE DETAILS) A3. 1 STRAPPING SCHEDULE A4 ELECTRICAL PLAN, ELECTRICAL RISER, PLUMBING RISER A5 PRECAST LINTEL PLAN A5. 1 PRECAST LINTEL LOAD TABLES S1 STRUCTURAL DETAILS S2 STRUCTURAL DETAILS o a w zi I2. DRyt OVER LK2 VOFR -1I, 95 OVER I,' FELT OVER 1116' OSB- OR V2' CZ>X U6 STRAPFE AS 614OUN ON TFU5111 LAYOUT IX2 Ft OVER DCO CO11- OF CONT. ALUt FASCIA OVER 2) 6 SA-15FA&CIA UW CG*ZT. ALLRI, VENTED SOFFIT LINTEL 5LOCK WA 'S BAR Ae7 1! 1 FIBEFr,LA- 56 5I s OVER r,' FELT OVt 01:Z V2 uk'OD TRI 71RAPPED L4 Da P. S. OVER CDR OVER OVER ACIA OVER VENTED SOF T AS 3",- Ocf- tq-A5 mv w G m-u Uw15P L& Z- TER R5ERMSP OVER el 9 LOCATIONS CONC. SLA5 W1 PRECAST ML VAPOR BAFI JERU. FOLRVAT4ON PLAN FISERt'°SH OVER r, GONC. SILL OVER TERMITE -TREATED, 0 W 'o PT _E MIL VAPOR BARBER UELL C-Ot-IPACTED FILL 7 OVER TFF"TE-TREATED, "A5(3wT F041SH OVER 1PI C-U C"M BLOCK Wl-, DOU;ELS EE WELLCO" IFA177ED FILL LOCATIC445 11 FATIOII PLAN IGRAZIE 2.55 2 5 BARB- WANT WALL SEC TION 0 WNDUK CMU -ONf- _STORY A) VIALSECTION: CMU-ONE STORY -MONOLITHIC WALL SECTIONS: i10NOLITHIC 3" 2 . CZ7G- SLAB U)/FiBE'1 IE5 OVER 6 T-UL VAPOR BARRIER OVER TRFATEE) COMPACTED FILL 2 3 I/ MONCLITHICSLAB CMIJ ANE STORY im 5 PORIZ. BAR E3LC-- K CHAIR BLOCK UNDER FRAME ANCHORAGE TAf'CON 151-AB W"I'1151- R-ESH OVER MIL VAPOR BARRIER OVER TREATED CO-IPACTED FILL I ' 5 REEIAR I-011T GRADE THICKEND SLAB NON BEARING N - U fP 4Z 1; ---C, 66S NON L040BRIGWALLI - 5 REBAR GONC -, 31/1, CICNC SLAB uj/ NAIL F1sERNE5I4 OVER 6 LINTE NIL VAPOR BARRIER FILLED W/L ovf:' R TERM -;n,4 (U- 5 CI -ANT, tLFU cotl=' '-7 VERTICAL RE t7 SEEAZAM TAB SINGLE COURSE RON BEARING® GARAGE LINTEL CORNER BAR t- ffe-" 5TD, 1400< C" i COI- FILLED O TOP C' JR5F WA -S LINTEL BEAMREINFORCING_ MAXWUM SPAE- ING OF FILLED CELLS LtE- R0UrE0 CELLS THAT CAN RESIST A I0011,PK LOAD I DESk-N WALL T = 22 PSF MAXIMI ALLU"HLE TEP.610N [IN I13LU- VI CORE LNITS IS 25 PSI. - AL 1. 5=3 TABLE UJ SECTION PROW-RTIFS 8' PARTIALLY CRMTE73 ALL = 95A3' 01AUJNARy STEW -TURFS AEJ) M = . l'I /8, S = WL'LX121 8>(3 = 95.43.1 = 10A FT. LEE 8'-D' HORIZ, SPAL11,45 - 9'- 4' LEIUWb MAX, (FS -13) tr.E 5`0' HORIZ, 5FAEIW - 0'- El' TO CEJUW, MAX USE S' 0' FORIZ. SFAF ffr - 12'- B' TO tffEBLIW MAX 4 i ADD LINTEL W ?U *5 CjUtff. 9? 9'-4' 1-f5T W- 6) BLOCK TO EXT. FRAME SHEAR 5TREW T" X DETAIL DFROTES FIFE CONNECTION (TTf. 5PACR-1--7 F---I-- --- Ts-ITAF- 5TRE PAS&NI, TF Z>ETAJL. DE99TE5 FIFE At UCzPTUIEIG44T STEM WALL PASS"r. T FOOTWI 4 DIA a FOLLOW BLOCK SLEEVE --44LLBE TAfIC-ON: 3/t6- - 32- oj NT — OW K EXF, LT 1" v 4S" ac, 31 F 2 51ZES LAFY' TR4?4 841, LBa 1:w"UTED SOLID SLEEVE5FIALLBE 1.015 LE35, E PASSIM: AROLIND PIPEFIFEPA11501y, TF 2 SIZESLAP --ER J-50LT; 112' - 48- O C, X TEST REPORT TO -2001-af SLEEVE THAN PIPE PASSING TPROUGA FOR BIT SIZES I TECA- Nk--AL INFOR1,47I4H SEE ATION PLAN F-AUA- 5 FOR FEBAR au4wTTy ALLOUAEM- LOWABL 5 FEBAR URT14N FOOTR40 IA MRL DEFTW DI5T PLLLCVT 5HIEAR W1 25' N0, L SPLICE OVERLAP TE FOOTER SEE FOLNDATtGN FLAG l- IS- I L55- n(5LE6- jI I II FOR 5T4ZrA)I TYCTI) FIAL FOONG1/EL BoL-Tt3- 1W. 23- 7e31LB5. 2E31LB5. RAMILi WALL &ECTION&- MONOLITPIC I 0 C-5 W* TiOVAIMS FATIO FLR 4&- V I FOiJNDATi0N BLAB 3 1/ 2' COW- SLAB w/FIOE OVER b MIL VAPOR BARRIER ON CLEAR i-ELL COMPACTrP TERMITE- 1 RE515TANT TREATED FILL OR RFORLJfT 2' 5YSTE,! 7) I J- A- Ot 4- — — — FAA 4DOM r N—=-- 5 4' DaN WTE_ Ell- BLE LINTEL g? 5ABLE B- 0 DETAIL MEET A71- 13-1 fELEV. TYONLY) X j TD SLAB tNDER ri CLE = 1/4'= 1'-0' THIS STIRLU- TURE HAS BEEN LIES4C- AM TO VIE -ET OR EXI-EED THE 110 ?1P,K 9 SECDNO ELIST "NO LOAD S OF THE PLORIEIA EULDItE, F-ODE =1 EDITION 4T I I F-,E: OA5T 5fZ1. TFIRESHOLD IT-2 1/7' EN INEERING 407) 774-9003 FAX (407) 774-8477 P- 0, BOX 161613 ALTAMONTF SPRMGS- FL 32716 TWWAS J. AB DUMON PEJ 47819 u '00 IDC LL I ass; osrnsa mxwn bf L=7-15—F— sheet A- L 1JG 2003 Al T of KITCHEN A f,(-ALE- %,=r-o, KITCHEN E3 SCALE- 14'4-0' VADY, OPM) VAD71D BATH c BATH 1;_&IE- 1/1, 11-01 5CALE- ME R, EVABON-5 ALE = 114' 71'-0" LEG END TIE BEAN - V-V ArR NOTE AU WTERZR WALLS TO E31_ 3 1/2' E56 OT N07EFU5EU'L_D, WT& ELEVATION'A' 50. FT. CALCULAT IONS LlvlW:; 1692 LA" o ENTR— 3a 0 NOTE: OT14ER o * 5EE FONDATION PLAN GARAGE 3,N 0 FOR FILLED CELL LOACTION TOTAL AFFEA LMER ROOF 2121 PATIO: ALL STFJ-Y--TUFAL WOOD HEADER& TO BE DOUBLE 2" X 10" UNLESS TOTAL AP_EA:. NOTED OTHERWiSE FLOOR-El A\L SCALE = V4'= t'-O' kf(JK,K1C,qNE ENGINEERING V4 77 us m E x w u 'o x 0 z 0 z w w 0 Or_ oj 0 w Sad 12 gi j Rif 1;ij2 D I- it CN sill9gro p-zUN F_ d..$.d b3r, — — sheet A2 Of 40-0-0 40-0-0 ROOF TRUSS LAYOUT A LiAL YALffi BA5EP ON NATIONAL DESIGNDESIGN SPEC FICATSONS 5F12 FOR WOOD OCNSTfaJCMN FROM TA5LE BBc - 'NAILS AND SPKEe 0-4-1 LATERAL LOAD IDE5rGN VAUFE5" NAL -5HEAR YALLF (P—J ad 03- Iod VS. ALL FLAT CEILINGSH! 161:1 143- C 20 OTE: BEE TFaZS tl-G,'S E NEERING A NDN T: T 7 p ]f LAYOUTS FOR TFW55-TO-Tf;ZU55 COWECTOf?,5 fl C 10 RQ—op hrm, 1) USE (I) TYPE 'G' (OR ROLE TIE) FOR TRUSS TO FRA`IE WALL OR BEAM CONNECTION tME NOTED OTWJROSE AJNO-) 2) (1) TYPE 'A' (OR E TIE) FOR TRIJ55 TO 5LOCK U14LL C40NNECTICIN MAW 3) LeE M4JW6-N (OR ABLE TEYOR ALL JOIST WAW.ER clomm ONCI) 4) U$=- (3) I&d OR (3) -W x 3 V4' PASELODE C-LIN M4K- TO FASTEN JACK TO Wh- CWaDmz (T45) 51 CABLE 77MISSIES REWIRE (1) TYPE W OR (1) TYPE 'C' 5TP-4- AT 45' 0)G FRCM CENTER OF MAMS 8'-0" PLATE HT. SEE POST STRAPI-W. ON w AND 2,xa R--- L-t FHaPlATW- E4iWALENT MAY 5E 6UBSTMITEP COM,P. 5HWLE5 Roo: HTCP J TWI.IPED TEXTURED MA50WY--- - T MA$OWY FN514 5COFT-D T FLOOR -- - — ------ OM ePJTTEF 5 FRo-NT--E-L-E-l//---\T ION 6 ALE - 114'- V-0' DE THE FOAM &LL FOAM DETAIL W/MCCO COATM , ELL 4- ROOF FITCR 17 collF SILL DETAIL [ 13- 7- TEX LJ Molow ELEV, SCALE = 114V-01: RoLf PIT04 AID 1E r, rR-- AENT(TYR) - SWWLFS T S FNI% 4 GRAPE L SCALE = 1/4'- V-0" ROOF MCP 5 rC CfF fPJQGE VENT (TYP) WINICNiE ENGINEERING Fn (—) 774—,7 CoMfl. 544MLE5 u rX7 i QQ 0 D 0 W uJ j]( D 0 elf w LL F- 0 0 xw cr- fi Pig F- 0 1- 1 fill d. W 01-22-01 r sheet3 AA. 1 3 - A AOf A< CONCRETE ©- 2-.5 d:? ER, 4.0; 3116 1000 HU526 5INGLE FACE MOUNT HANGERNER3\ 00 15E O z*._d a033 5E3Gcj 13603 ATF, ra" 535 1355 MH o. . 0:. 3145 6. TOP PLATE § ANCHOR»2y 432,443,4913 AA ; \ Z 20 « $ . 2 POST \<-:\_ w to j§ R 4 , {x(oa NR - 5: 0 1450 11 S HEAVY % : . - » T- vF E_ 10d 14135 W J» 30 y y. 2: y: :.<.. y< . . z-445r, 2 / 0 5ER CABLE ELECTRICAL LEeIEND otru tic- 0 DaAw&T Tm 230 VOLT WC SOKE DETECTOR qp WATER PROOF REC. 5MOKE DETECTOR (WLL MOLNT) en GROLM MILT FIEC. TELEV151CN q? i,j saua;ED F Fc, AMTICN 5cx Fo— Prl(-CR Er-T F ---- i FLUORE5r-e4T FIX, D FLOOF anET TRACK LIG4-U.-* WTCA 3 WAT 5UTC24 FLOCRD Lr 44T 4 U)AY WTC44 MAND, GFILM, FIX. F. EUTTION F2ECE55ED LUAT JE)- DOOR BELL TRECE-MfD OGW NAPOR PROOF) t- RrICE-16EID LiGi,'T (EYEBALL) XOEILI FAN FREURE Pit!::] ELF-C T PA14EL F,Ai 61E 8/3 UrP, DRYER 10/3 UJ9 SMALL AFIP- 12/2 W, LIG;ATIW3 CIF. 14124 n TO FFL TRANS— F" GROIND ROE) V32 ELEC-TRICAL RISER DIACiRAM / 150 A 4 WIRE SERVICE 01 I ic/ j Z- I L--- -41 1 L=111 I I X%=,+ I N I I,/ " I -m bi ul Ale- 2 12.8 14.8 P5 z [J--T ss ET7M AOe t] /'/ I 0 Rr- mFri (57D) c wPgr w O 6 X, z r4- Lr HT 5TFjF OPT, YWITY W cr- 0 0 Z f3ATWFANTO TURN ON — 144t1/ LKs+4T f1I Fn W W j a w loxbve- 5T UAT;F x T' TAirN$ C-04,EGT J 14TTic 5si PA141 M MT, - 41 DEVI GAR. L C14 0') Q0 Ile, EL- E- C-1RtC-,AL- T-- SCALE = 1/ 4' =1'-O' NOTE: SEE ATTAG"EE) HV4f-- FC)F CORRECT FLAN: DO NOT USE 1-iV' 4c LAYOUT ON TPIS SWEET. by br sheet: ENGINEERING A4 i 4"^—Sir 44AfTlei 692 LINTEL SCHED. LINTEL —--- —--- NO. LENGTH TYPE COMMENTS L 1 17-4" SFf2-t5/T ALLIED LINTEL A 13 L 2 6" bFtb-15/IT ALLIED LINTEL A-5 L 3 -- b" - 8F16-15AT ALLIED LINTEL- A--5 L 4 4'-b'° BFi6-08/IT ALLIED LINTEL- A-3 ALLIED LftiTEL A-3 L b 7 b" &F!b-15/IT ALLIED LINTEL A-5 L 4'-b" PF)b-OE3/IT ALLIED LINTEL: A-3 L 8 4' b° 0Pib-05/tT ALLIED LTNTEL A-3 L 5 d 6° Pri&-0B/IT ALLIED LINTEL A-3 LL 10 4-05/lT ALLIED LINTEL A-3 la 0LliGA6 c 44R ;a96neB5 a S din nm a m4 o v „" EL oHamau Hp pp m or n q8®tea s4$ 5 -$ off® i a 4 L i4 %knam® 7> .i Be C7m ea m 2E O nq`u$'.° Hno Bnn' ti., e>a 1-5 TUAL i_[. 1=m g a a< y$ aa°g °'-` °`a"a%_a G v+t:_" }(J'j $6gao•a3' `g ®® - °" a. ag asoz0 o_®° vo os LL54` 4Q—dsZ&}46$.t11a€wfb.( EUg t3fiw rcai4 s4 s rm-cr H.i 4 m m r- '6 - nsi m; 2r ®a _risi4 H m r s '- VARIES A5 FER TABLE 5F12- IBAT &RF14-OBAT 5Fl&-iB/lT LINTEL SECTIONS s REBAR AT TOF rya ( 1) RFQ'a 4 _ U' 7 -- Cmi, a z { CO; OUT 13- 5 RFC AT 50TTOS^ 9 q ! OF LNTEL CAVITY Fl&- OE3/IT 5/ 8"AGTu C71rv i ' EL VAR - ES) e^ NIDMIN L WIDTA l F - FILLED WM4 [sRGtiT 1 U - UIFILL,FD L. 0 ITV CF 5 HAR AT HOTTC4' i OF UNTEL GAVdTT LCUANTITY OF DEBAR AT 7CIP t, t01`i1NAL ;4E IC,4T f* 1^OMNAL URDT*-i CAST—CRETE SAFE LOAD1 MATERIALS l FOR GRAVITY, UPLIFT a LATERAL LOADS i. ft precast tr4EI5 = 35M p59.. 2. f C presUe£,S e'd 1c Lets = EOM psi. 3 f L = psi w/ z ux 3/8' emote 4 Co re[e y r its (C per ASTM m Mt lea conpressive Strength = F100 psi. 5 n precast Intel per ASTM A615 Flok9 ratio, per ASTM A61S C R40 cir S. Ftestress 5trvrd per ASTM A415 g-LIde 1 refaxatcn' 1 1/32 wre per ASTM AS10, 8- Muter per ASTM C2-U IV& M or 5. GENERAL NOTES I. Ft-ovldE Full mortcr hevol Lind tad jlnts. 2 Stye Idled lntels Q3S reCjitred- 3 instatkat l of Intel 7W t Comply -th Me arChAeCtLB'01 Cro/or Sti-tr- ral Erc"s 4. Lntefs cx-e fextkx'ed -th S-1/2' taa3 rKALhes of ttIe- errfs to OCCOI> N30ote ventW-01 Cell renfo-cur3 OW l3 OA`rx3. 5 All Intel,, met or exceed Lf J vert,Col deflectun, except lntefs Il'-4' Lax? tarsier .,th a no anal reg rf. of 8' met or exceed L/180 S. E)ottosn I'e" tad tcl t)-- located at true tx3ttOm cif ttre .vntel rcmty. 1 1/32" dfareter "re St+rrLps pre ,iefcled to tte- bottom stet-) for nx-r-hu rcnl cx'Lhur 8 Cost-n-pie Laerete l to prov n L ite .ntel n heu of co' rete l tnIts. y SaFe ot 7S rn rot 1 cJes caron-,r5 per ACl 318" AEl SAFE LOAD TABLE NOTES I. All vahles orIsed on mn 4' teag Exceptcnr SoFe JocOs for issffed lintels nafst tkz reduced M 20% 4 nq IEth is IeS5 tsar S-l/2'. aFe For of] re CeSSed Intels tnsed al ' rsJnxml [cra . 2. a R = h" Rated. 3 xEe e MIDI nt e Ontt Lt _ FFd 4. Soft- Qi gro e 40 or groda SO f eld r S. it 1 laterol head c Ity Ccn be atItoned til tt,-- desger by avKju q Odduvul renff x-Ced y E*x3'a tie precast Intel 5- Ck, u1 vetrx nol Oe sObstituted for two 95 returs sl 8' )oriels [)rill. 1. Tre desxj-,,-r rix:q evaluate La'r-entrated buds from the safe laud toles by colCulotnt3 tlke muxwriLm resartnq ucirkent ond shecr of d-oway From the fare of support. 8. Fc]r compo5tta Intel Neqht5 not , use safe lcod from next Io^er tie-Ast. 9. All Safe as L-tS oT poLnM per Iseor foot. REDULE VALUE BY IS% FDR LRADE 40 FIELD REBAR REDLIFLE VALUE BY 25% FOR, GRADE 40 FIELD REBAR NOTES: LALLIED LI TEE TABLES MATERIALS 4 INSTALLATIE)N ret, n precpST is te1 - FesASTM A615 2. rEts n p n etJ 5R40 per ASTM A6i5 3. Ft For pr=c t irnafS = 4. f' c for fiekJ ctncrete =_ , 5. ccx- crete Inds per ASPM 1--90 rrlrrtR ASTM C2-0 t'm Q S 6caw.iDtx3' as hl- Rcry d Q. . F E., R, fe_ xq #- t. 1. sfxae p11 C e l¢tefs 4' LIE. 8. all coffpo5lie tleorR5 cowulated with 105 n ecyp izof osteasberm 9- safe edcnlcmi14 8' tlecrncl f4. rswr to ofi ur per lux>cx foot 1. fa" [hem Jt Ir=tefl u e l xt h a- AfE FIELD RE54R S r- R 40 fa Q w GM. t3. W IL a dT QCONCRETE FlLL FIELD RE54R a S GR 4® n ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE '"U" LINTELS LINTEL NO. A-1 A-2 A-3 A-4 LENGTH 2' 10" 36' 4b' 51O' 8' xa- UNFILLED S549 3538 1 Ei28 a' xa' FILLED 6251 3858 19141080 8' x12' FILLED 1pf25 523 33hl1810 8` Xi6" FELLED JZ= 8552 46162483 a" x2O' FILLED 12000 11447 LiaiEI3336 a' x24" FILLED 1220M 12= 12693913 8- x28- FILLED 120C' U 120M8b0l 4631 8" x32- FELLED 12000 32CK30 R9245350 A- 5 A- E, 1b' 9' 4' 902 656 636 1844 1112 2547 1534 3294 1994 4029 7a 4190 2902 5522 3346 A- 1 10b' 489 483 84-1 IFU 1522 f851 2211 2555 A T3 4' 502 612 u25 1530 2002 2455 29ED 3359 A-9 17'8' 421 41?8 4M 1224 4SO4 n58 236O 2-30 A-10 l34' 393 419 114 1053 13.91 1692 2024 2341A-11 14'0' 342 313 qo 938 1233 1510 18U8 2091. A-12 f4'8- 378 334 6l8 842 u08 1352 1624 t819 A-173 IT4' 212 285 436 Gil 808 988 1188 1380 A--14 19'4' 2SO 395 4% 850 1138 1408 IS98 t980 A-15 70u- 225 355 413 154 1052 lEm 15-10 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8- CONCRETE "U- LINTELS 1-51$"AGTU,4L - Xa- 8"xa' a"X12- 8'X 6- 8"x2O- 8-X2A' a"x28' a'x32- LINTEL NC}. LENGTH UNFILLEDFILLEDFILLEDFILLEDFILLEDFILLEDFILLEDFILLEDA-1 210" 360 9194 coml 10mo 0000 i A-2 3b' 635 18-b 5445 A-9 4b` fol$ I1351 4224 59M 8203 9440 t A-4 I,,,- Sly E 3 2380 3319 43DO 53D3 Sly 1848 A-5 l'6' 345 142E n18 2552 354 l A-B 9'4' 228 252 934 12RB I. Ls 205R 2542 2?4l A--1 f0b" t85 2E79 l56 1049 1341 1662 25 2341 A-g Il'4' 303 933 S52 9l1 Wu 1452 1151 2028 A-9 128' 24- 1 282 615 99l 1232 i464 695 A-0 134' 253 253 510 3 892 n09 1333 639 A-11 1470' 225 324 413 652 824 1028 if% 1. A-12 14'8' RI 218 442 E309 IFE,9 955 fus 12 A-13 IT4' 145 253 351 483 505 155 842 914 A-14 19'4' 164 214 308 420 525 651 115 876 axe FILLED 4408 2592 E415 .- Ill i 423 45.— w din by- dr Design et- 4y awry Ld : 01-22-UI sheet: a mi ESLOCKM QUIRED, PROVIDE 2X4 BLOCK WGI IN THE FIRST TWREE FR-AMING 6FAC-E5 AT 48' Or-- RE11AI TO BE BLOCKED AT 96' ojc, OR RAT R10t EA6-R,r. FASTEN FLOOR SHEAT;4ING TO FRAMING w/ 5d COP-T-ICN5 OR ad NOT DIPPED GALVANIZED NAILS R THE FOLLSPACING. 1) r,' ON CENTER AT ALL PANEL EDGE FRAMM; 2 ) r2' ON CENTER AT ALL INTEFI-F-DIATE FRAM W- FLOOR SPOUN S, 24110,C- 5LOCKIW- 3 " 40" 01C MAX IN FIRST TPF, EE FF-:>AMING 51' Ar-E5 4 'Yo' O- G. THEREFORE FLOOR 5RAG—INCi AT ENDWALL,5 16 CALL- FOR ON ROOF Ef"At4E- LPLANDE2.4 YU)0<:1D EDGES 4 YONE NAILS4- O.C. FOR BLOCKED DIAPI eld NAILS ATr,' O.C. OR ad NAILS AT 4'01;- OR ECAIALIVALEXT FIAIEMATIC EOUALIVALENT r PNJEI-IATI-- NAIL AT NIAIL AT 5UPFCf;ZTED EDGES SLW'F'OFZrFD El>,'E5 AND AND BLOCKING, AND 12" Or- 12' OC. FIELD FOR OTHER DED FIELDFOR54AAREAS ° OF ROOF OF ROOF I/ Y,' 055 5HFATHIW3 / - OR V2. CDx 4'- O' R 0S) N ROOF SHEATHING NAILINGPATERN DETAILP. T. 2X6 W1 1/7' DiAM 'J' 5OLT5 - 48- MAX_ W1 b- Mfll. jMISED. (TYP-) r- V-TT--fl H*T --I _ -I 1/ 161 055 OR 1/2' COX Q' W/ 0-kDd NAILS WALL STUD$ A HEADER C' 4W 14-104 NAILS FA 50TTON OF WEAL HEADER 2) 2.10WILVCOX FLATCP Roo, FRA" y4s rlm-IiEER Er CONNECTOR CHART SCI-EDULE FOR TF1166 STRAPS) 50003H- 1/ 1& 1 065 OR CZIX EXTERIOR 5PEAT" W- NAILED V Od GALV, 4- O. C. EDGES AND 12, ar- FIELD 2x4 Pj, UL4LL STUD Uy 3) 112' 1>1A ANO"OR BOLTS TO 51-0--K ff 1/ 2' DIA x 5' AWPOR BOLTS EMBED Ir" MIr"L u 1!Lwr 84TOFOOVATION W/ WASTERS, LOCATED " IN TH6. OFL L EACH END AND 32"O G- 040,51 NAILS - 50TTOM SF MAXELI-W; EREOFWALL A READER STUD U' 6TF-4P EVERY OTHER STUD 2x4 P.T. E30TTOM PLATE TYF. FRAMING 4 CONNECTIONS FOR OF-ENING5 axaxl& CIIII. (Tlrfl.)- L, T. 2X4FILLER CUTNAILFE) `.'.1/B-10d NAILS F3, 2X6 W/ 1/2' EOLT5 40' MAX, W1 &' MN' EMBED. ( TYf-J--\ NAIL SPACING 4, 4' TYPICAL fE3 FASTENING W XEXTERIOR WALL OVERHEAE) G4R,E P00FHEATM NGrAILNG ALE. NT5, PATTIERN DETAIL I NAIL INTO 2 NAILS WTO 70FFLATE 'TOPPLATE PRE EWfNEEFFO 4 ---- --- wxol oo FLOOR TRUSS _ 24- OC.1 AIL DOU5LE TOP PLATE TRUSS PRE-tW,R,EERE: STRAPPED AS WOOD FLOOR SHOU" 04 TRU55 ® 24' TRUSS LAYOUT - 0 c_ MAX AT Mfrl-AN V., 00, STUD 7X- 51- OCKII413 ePACA'r. AT MIDSPAN FOR KT, MA?-E WALL — - 0— 0)::' STUD OR KT- ISRr- FRAME WALL 2X P-T. BOTTOM gist -ATE A4SI R ELATE EVERY OTHER TOENAIL FLOOR FLOOR S7UP,(TYF' TOP A 5CTTcmj TF165 TO TOP 5OLT 440 PLATE UY V, ED<p- 321 Or- FEWr HAA-5, 5OLT5 2) 1014 ONE SIDE, 32, ojC I) CH THE OT14ER 6ETAJL N-1/ INTERIOR 11EARING SEARING W NO UPLIFT jB4FRAMIRG CEILR, r, BEYONDDOUBLE TOP PLATE 14 - 01 59-N-ION & F14 AS EH BLOCKNV, SEE GAF31-F END DETAIL 2x4 67UD 5 AT W,' O.C. MAX o-1-5CN L5 A 30 T HEADER JU (0-5 COOT. WALLFE%1r-' ORr-Iw1 ENTRY SEE PLAN Sk- P&ON 51-4 1/2' ANDHOf 5OLT5 AS SHOUN ENTRY FRAMING DETAIL K15- W) OD, TRIr5r' STRAPPED AS SPOW ON TRJ65 LAYOUT 2-2x4 TOP ELATE 2x4 &TUF15 y" CIC PLATE Aw-POR@ EVERY OTHER STUD ( TYT` STUD V2' X 8' FxP ISOL75 48' 01' - T' av-45h- MUNG OVER --&-- S 'R PNG K-KEEMLI R- CIVAL KER2 --M-AP qm 4ESE FE-QUIRE?ENTSAF-FLY UHEN INDGUV DOORMANUFACTURER5 FA,5TFNW, ET140D I5 NOT t) NAIL W/ -109 DIA OF HEAVIER POWER NAILS 8' Off- AND 3'MAX FROM ETC` TTP. 9)/ 1' M911 Et'OEDMEW INTO 51-0, K 2 ALSO ADD 31W DIA SELF TAPIR Cot,K- ANCHORS TqRU URRDM/ DOOR FPA?-E Er4; T If) NICI-ES FROM ENDS MAX ,*D FORTY (40) R4C;-IES MAX ON CEITER W/ I' "K H-16EDt-'ENT INTO BLOCKATTAC44 aw4DOW TO BUCP mv w 5CFEUIS MAX 8' CID AND MAX. B* O/ C AND MAX, a' O/C FROM ENDS. FT zx FOE arlD LT STALL 3/16' DL41ETER SELF TAPPW, COW_ AND ErW (a) 94CHE5 MAX FROM ENDS AND 24' ON CENTER MAX. UW r MIN- EMEED INTO BLOCK FASTEN WHD,oW/ pO---,R TO PT SUCKS UT14 W a, O/c- MAX AND MAX 13* FROM ENDS, UY I' MIN FP' 5]FD, NiO BUCK TYFIGAL 5LOCK—OFENING DETAIL FOR FT ar-K F45TENM AtO 35 F% F- 4RrW WUOD TRIS5 5TAS $POWI ON TFW55 LAYOUT - 2) 7X- TOP PLATE DBL. ,&2XS HEADER FOJR, 4'-' MAX OpERIN'-, DEL. 2XIO HEADER FOR MAX OPENRr. UNO, 2x- ELCKI AT MTD-SPAN vb - O. C. STUD 5PAcA* 1 FOR #, TT Br-- FF- At-E WALL D PLATE Aw-" OR EVERY EVERY OTHER STUD fTTPSLAE53-)-4AA CONC Li EXPANSION BOLT AH E 74' OC, I FR— AMINQ '& STRAPPING: tTER1R QEAR1NCWALL WALL GENERAL NOTES zz Z vm gg Q GENERAL wit! L LIVE LOADSL WFzOCE 70"r FLOCR= 40pr STAIR 412: 1p,T 'Z 2, aNV SPEED %Z m 3- 3_ ALL W, 4RY To BE TH ACCORDANC - E UXTI-I TWE FBI. 2004 CHAPTER V1- 4. O,&Y URJ7TEN CAA rESAPPROVED BY THE ENGINEER SHALL aE FEF"ITTED, Z L ALL TO IBE R4 57;,ICT ACCORDANCE 111,T$4 TIE ACT 3E0 2, MIX DES&CK CRITERIA -- ALL TE TYPE I POEtTLAND OEMEW, IASI" C 150) COMPRESSIVE 5TREN37I4 - 25 DAYS SHALL BE 2500 F-I FOR 5LA55AND FOOTII`IS5 AND 3000 pM EL RE (LIOR-I MAX VIJI WATER- CFMENT RATIO BY UZIOPT FOLLOUr, SPECIFIED NON -AIR AIR COMRFRE551VE EXTRAqF0 ENTRAINED STTIN (pat) CONCFETE 2500 Ohl O- 3000 O58 0.46 SLUt-F- SLAG ON CaRAUIF 1. 17"ER 5' WATER - POTABLE C" cof'JDE - NONE 3. PROVIDE WEr"T AGGRE.!ATES N COMPLIANCE WITH THE REOUITS OF ASTM C 33, 4, FOEF3-IES+4 FOR SLAB TO 5F AT A RATIO 0-119 L55,/YARD. FOUNDATIONS : L FOOTrpr, DFSrN BASED ON M449-t" ALLOWABLE $04L BE PRESSURE OF 2000 p.f, 2, 1= EocTwo ELEVATION oco-RIS N D45TLR5ED045TAEILE OR UNSUITAeLE T14E Et NEER STALL BE NOTIFIED AND NECESSARY ADJUS5 BE MADE PER HIS INSTR.iCTI045- 3_ PREPARATION OF THE 5UE-FACE To FOLLOW REOOMMENDA'nO,'t5 AS OUTLINED N THE GEOTECFWAL REPQRT, &OIL, 4 STEPS IN WALL rooTws SHALL NOT EXCEED A SLOPE 7 (1) VERTICAL TO (2 } HORIZONTAL. 5, CAUTION ` HALL BE USED UAAEN 0F`EFATft4-,,/IEF-ATCF1Y CO'-1PACTION EQUIPMENT NEAR EXISTING 5TR ITURE5 TO AVOID THE R15K OF DAMACE TO THE rTF4,ICTLIREE i"fASONRY - 1. DESIGN, MATERIAL AND W0W1Y4N-1HIF` 5'-IAL.L EF N ACCORD WITH THE Al -I STANDARD 5ULDFICODE REOUIREI-ENTS FOR CONCRETE MA5OWT` STRUCTURES ACI 530/,2 6 550J 2, CELLS NDICATED TO BE FILLED SHALL 5F GROUTED WITH 3000 psl CONCRETE_ IF' TO 10' SLUMP) 3. ppavIoIF 25" LAP FOR STEEL - ALL LOCATIONS. 4- ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CotiCENTRATED LOADS CONTAN VEPTiGAL EE;tFoF,--PNG AND SHALL BE FILLED UATH TE GCFORETE BLOC-" SHALL CCh OFI-1 TOA5TM G-'O ( 25 DAY STFZEW T" 2000 pW (Vs r-210 PW LAID N BOND. 6. MORTAR SHALL BE TYPE N, 7, ALL RE -BARS 5144LL BE GF-DE 40 LRA-E55 UND WOOED : 1, ALL WOOD FRAMING AND PRE-EN-' INEEFED WOOC, TFdJSSES SHALL UF DE5IONEO, DETAILED, A)4D Aw-F AND M- IEN OUTL I, u-TH THE PE=IF TS NEP IN tip LATEST EDITION OF THE NATIONAL DESIGN &PZCWi-AT)ON5 FOR WOODCO?45TIFIIOTI' 2- TI-E WOOD TFU55F5 SHALL BE SIZED, AND DETAILED TO FIT T44E DIENStONS AND LOADS NDICATED- ALL DESt&q 5NALL DE N A--CORVANGE UAT111 ALL OWA5LE VALUES AND SECTION FROPERVE5 A-Ta,IEr, AND o BY THE MtLDW, CODE. DESIGN CAI-CLLATKX45 SIGNED AND SEALED 5Y A LICENSED PROFESSIONAL EWNFER ARE TO BF SUBMITTED TO TIE EF FOR Aff 'ROVAL, 3. FEFMANEINT BRV694V PEFU-ENG)ICULAR TO THE SPAN OF THE Tr, SHALL BE PROVIDED AS FIEQUIRED 5Y TIE TFa' SER MAN-PA-TI-R TRI&5 MAIWACTLqSHALL PROVIDE STATE"IENT THAT eoTTOM poo- TF,. 5LS ARE BRACED DUF!,t<, UFLF-T C41NDITTO14- 4. FOR STFJ---TUFZAL L--R, PROVIDE THE FOLL-L'I'r- GF-40r AND SPECIES 5OUTHEFN PINE S3;U=Ar-ES CRY U5ED AT 13% MAX, -1. C. GRADE NO2 OR PLANE FIR SOUTH GRADE NO2 5. CN- VANiZED I---TAL WA?,*E3,5 AND OF TIE SIZE AND TYPE PrED BY THEM AGTUFZER FOR EArA USE 14CLUOR11k, C' NAILS, (PJr.HES CONNECTOR5 OR FOUIVALENT) 6 ALL TIMT6 USED FOR WOCV C-, 45TRUCT ION E44AU BE A MNWIUM OF V2' DIAkETER AND 6' IN LENGTH (ASTM A-301) UnTW MN- 1 1/2' VIAPt WASHER. UNTO I PROVIDE FpA"w, RS OF SIZE5 AND OF SPACRJGS_,HOUK OR IF t407 COMPLY WITH L"ITR,k, STLID PEr.4TS CPAFZT, DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS a, ANCHOR AND NAILING AS SPON , AND To COMPLY WITH THE RE* NAILING SCHEDULE FROM TINE 5TARDARD edIILDW, CODE, LATEST EDITION. 9. ROOF D- EAT44R-k- I/16" 055 OR V2, Cox SEE PRAWW,5 FOR NAfLNG P47TEF7N5. VERIFICATION OF FIELD CONDITIONS - J, CONTRACTOR SHALL VERIFY ALL FIELD OONDITtO1,6 AND DRELATIVE TO $AM U44EFE THERE ARE ODPrLiCT5 BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAw4as, SUCH ITIO,dr, SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADX5TS MADE PER HIS R45TRJCTICNS, 2- FOR 501-75 USE MIGHE5 OR EOUIVALENT (A-36 OR A-301 STEEL) 3, PRO14Dr 2X4 ELoCKFW, ON ALL SrIES OF THE RIDGE VENTS WITH 86 NAILS AT J' 014 CE"r, ER 2X - TOP ELATE I RM OF 7x4 13LOCKW- 3 BASE CABINET METAL FRAT-TE WALL mq xs EL BE EN STLX>S @)2ETA€LTYP. 8AR TOP 2 - 2XIO BEAM U?,& ES6 OTHEFWSE mc' TeD CN FLOOR PLAN 43XCINOR BOLT I— BEAM to/ I - FIAR PER , AH M MASONRY BEAM raLKI LOX 19 a 2 X10 BEAMLINLE55 OUFW--,r NOTED a4 FLOOR PLAN W 5OLT LUTEL 5EAM WA Z AR Crlu WALL PER PLAN OR OR P> ONRY BEAM HANGER 3 1,121 cGPtC UWOEFal OVER 1, R " MIL. All EARRIER OVER TREATED U000 POST COMPACTED FILL PER PLAN EF FLOOR FLAN) 2 • 5 RE5AF-5 @TIHICKNU ,EL'SLAB AT BEARINGGEARN PORCH POST CONT. 2X4 NMI- F TO EAC44 TFW-15 EME3ER \ X CHI ROOF TFlr S- yll SOLID ROOF 0S8 OR 112'CVX FRAM N ITHIIU CHIM1,11- I CH —IN R' JCR CHIMNFY CH ICD INTERIOR CHIMNEY DETAILS U= LFr OF MT$vo MR Od RAILS M * OF 31W FF,-, M lf 156 5714;15 TO FEW, TAPCONS TO CM MKFACTLKER ( StIl-CN) (EACH STRAP) EACH STRAP) c- 131 1 l 4 l32-- w6o —2 1 4 W- AN 'A' STRAP IS MISPLACED OR FORGOTTEN AFTER THE FCklRW- OF T;4F LWFA- BEAM PRE-Emc AT Top OF CM W-,LL TkSk A lJOOD TFIIS5 5T' V---ON MTS16 CAN SE &J5511TUTED FOR EACH M5550 'A' STRAP (TYF', UOW PROVIDE 70 Ca' CaALV. PLEASE SEI-IM&SM4F FOR TR.4-6 FL FORFOLLOVJW, TimATTACI- ED TABLE AND TO SIT 1 34 A,CCOROtr, To TIE UPLIFT FROM T1F- TFI55 MAMFACTIAREK br.TALL ALL UATP I- V7'MK moTE-TApCoNs 59oul-D ee P45TALLEV 4 STRICT AW-t UATW THE HANPACTURMS AVON$ TI-E ML55ED FILLED CELLS CAN 5E REPAIRED 5Y EPDXY GROUTB* (1) 5 REUAR (SEE EPDXY FRoPERTIES AND -- PECFICATION5 * VVE LICZID LPL OR FaJIVALENT *) INTO 5OND 5EAN AND INTO THE FOOTW, FOR ALL FILLED CELLS 840MM ON PLANS 5Lff NOT FILLED N TME FIELD pRovtpE 6* MK . AND 314"? POLE INTO 50TH Tl- fE BOND BEAM AND THE FOOTR-k. TOP OF > 3c 5EA19 PROVIDE 25" l BEAM 1) S CONT. SPLICES RjLEDCELLIa- CM WALL--fV s IIL EPDXY T INTO FOOTW. 5EAM aw 61 " OF TOOTER NOTE, 5E MTALLED 44 5UATW TIE rlANFAC7LlRER'5 FZ,c ATION5. FOERC 44W - LE5 OVER Fl. FELTOVERWoop TFir6ES STRAPPED 45 51417M ON TRIJ56 LAyoa rX2 F.T, OVER IXB CDR OVER 2X6 3/0' SAUN FtE SU5FASC- lA W1 CONT, AILSL Tl 9 LGRADE T VENTEDSEEFLRFLMOe4- 7X81 - EADEF FOR STRAPP94f, FOR 4'-&' MAX OFEr4wl De5L, 2X 0 W- ADER'FOR 3 V2' CONCSLAB MAX OFIENW- 1 UllLO- dWA- EFrIES0 ON -I'll POST CLEAN. OO11PACTED FIER FLOOR PLAN PLL W1 MONOLIT141C aPAPPEO W/ STUOC:0 FTG, W/ 2 - 5 EARS ORO FLOOR PLAN FOR FIT 547E Cop SECTION @ COVERED PORCH Typ- ROOF 15 PEA TFI1S6 LATCUT OT-EFWASE NOTED 04 FLOOR PLAN TYPICAL 57tY- CO FM544 ALTEFVATE 2-(STRAF -rws G e EAC 4 SIDE) R"r, CEDAR FNISW 's =S., UO00 POST PER FLOOR PLAN OR Clow-, SLAB FOR POST SIZE EVATIOIN @ REAR- PORCH POST MONOLITHIC DETAILS SIMILAR T. - 241 2x4 COWRP"J5 i6l 01C n EA SIDE ( TYF-) HIDE 5LOCKW- VE (TYPJ E 2x4 BLOCKYr, GASLE 11 T--() EASIDF (TYR) PE W.T- - 24' O. C. M Wilivili'Ll mlill 24' AT 48, 24. or - PROVIDE ( 1) -, AT 4a' O. C. PERT_ AND (2) 5ELOW EA POST LOCATION FILL ALL CELLS UXTI4 2500 P64 CONC ALTERNATE HOOKS N RID- 5RACE EXTEzRIOR SIDE OF WALL DUFMe- COMPACTION OF TW5 AREA 5 - AS' OZ- ---,\ FLOOR PLAN Z_V 2 2>1' 41), TOP 2-2x4 TOP PLATE 2X4 5TUDS OT2X4DIA& DR 4CE7X4 P.T. 507. PL ATF- J-50L75 AS &40UN 5TP- 4P EA -- STUD UV- 5- CLIP TO TOP I SOT. PLATE Or' WALL -- Al III OR ICI III 1.4 IX WALL SECTION FRONT ELEVATION51pE ECDF"RRICfiNE EXT-E-HI RIOR CHIMNEY DETAILS EL.EvAT9ONENGINEERING407) 7741= Fax (4" 77- e l xT.-w £S. R M. PEP SEE ltOR%TSIZEv 11 cow. 2) 5" F--0N T622 (243OLk7, max 0—LIFT) or 2) RJC 5 fmM (2' 33OLb. max Uf`LFT) or FROV9DIE OPEN 2) SET' ADS- 2 (3-4-12Lb- max U-LFT). HEAD 45 ' O,::- T AT FOR WEEPS5L oFlwl 2x4F105TSEE GRACE AWAYO"oLE TOP -A , ptAq FOR QJANTITY FROM pllAl---- PLATE c -almolL 4 4) S COW- AS 31 CLR C-Ov, 6 SICIALL RE TYP-) RETZNING 'I NOTE: AT PATIO y C" _ T. FOR PATIO SLA5 LEAVE 5RACE5 IN PLACE FOR I DAYS AFTER PATIO 51-AO 15 POWRED DETAIL for ( 2r G 54156MUTION for (I) JI o rlRDER CzWECTION 4 L I