The URL can be used to link to this page

121 Willowbay Ridge St - BR04-000708 - SINGLE FAMILY RESIDENCE (A) DOCUMENTSPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 0% 0,' cb DATE ! PERMIT DESCRIPTION % rw IL PERMIT VALUATION ` q o SQUARE FOOTAGE d? l k I 7 d H City f Sanforej Certificate of Occupancy This is to certify that the building located at 121 Willowbay Ridge St. for which permit number 04-708 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Detached complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: Bill Oden Engineering: D. Sweet Public Works: R. Buckner Utilities: Richard Blake Fire Department: N/A Zoning: N/A Centex Homes Property Owner 04/28/2004 04/29/2004 04/28/2004 04/28/2004 wi .. 05/06/04 Building Official Date S CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** I DATE: 04/28/04 60 PERMIT #: 04-708 ADDRESS: 121 WILLOWDAY RIDGE ST PRESERVE AT LAKE MONROE CONTRACTOR: CENTEX DOMES PRONE #: DARRIN 407-466-9799 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. gineering El Public Works Utilities OL< D. 5'tSmof q?'zl /0 4- 171 Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: PRONE #: WMl0n CEYiTIFCATE OF OCCUPANCY rr'' /12 REQUEST FOR FINAd, INSPECTIONVr kckffer SINGLE FAMILY RESIDENCE**** 121 WILLOWDAY RIDGE ST PRESERVE AT LADE MONROE CENTEX HOMES 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. Engineering ublic Works e Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 4 CERTIFCATE OF OCCUPAN REQUEST FOR FINAL, INSPEC'I'd SINGLE FAMILY RESIDENCE** I I DATE: 04/28/04 Z Z G I C PERMIT #: 04-708 I A ADDRESS: 121 WILLOWBAY RIDGE ST J PRESERVE AT LADE MONRO Cr r G; CONTRACTOR: CENTEX HOMES ` `` PRONE #: DARRIN 407-466-9799 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. Engineering Public Works xtilit es L— x Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 4/28/04 0 8 : 2 4 : 4 3 Location ID . . . 248865 Parcel Number . . 22.19.30.502-0000-1920 Alternate location ID Location address . 121 WILLOWBAY RIDGE ST Primary related party Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 PLZN BP PRESERVE AT LAKE MONROE 32603 CSVC UT LOT 19204 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650. 10904 CSVC UT BP 4-708 PD 1-8- 4 SEE REC 6468 U 0044 CSVC UT 3 4"WA METER SET FEE $190.00 PD 1-8- 4 10 7_= CSVC UT REC 464 10. 0 Special notes More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on paces 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200'r SECTION A - PROPERTY OWNER INFORMATION I Forinsurance Company Use: BUILDING OWNER'S NAME CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number; I121WILLOWBAYRIDGESTREET CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 192, PRESERVE @ LAKE MONORE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf 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 81. NFIP COMMUNITY NAME &COMMUNITY NUMBER B2. COUNTY NAME 83. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6, FIRM INDEX DATE EFFECTIVE/REVISED DATE B8, FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17/95 4/17/95 X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile E FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe): _ 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* E 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. Datum NGVU29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom floor (including basement or enclosure) 15, 1 ft.(m) o b) Top of next higher floor 24.1 ft.(m) 9 o c) Bottom of lowest horizontal structural member (V zones only) NIA. l.(m) 00 o d) Attached garage (top of slab) 14. 7 ft.(m) E a o e) Lowest elevation of machinery and/or equipment w f0 servicing the building (Describe in a Comments area) 14 , 9 ft,(m) E 2 t o f) Lowest adjacent (finished) grade (LAG) 14.7 ft,(m) z' N o g) Highest adjacent (finished) grade (HAG) 14. 8 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLA DO V SU# q I WINTER PARK FL 32789 SIGNATURE J1 I'DATE TELEPHONE h t 11P,-' 5/4/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions 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. El. 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 (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.1 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 FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorzed 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 FEMA4ssued or communitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED I I 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 192, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15:OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: LOT 183 THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE. REQUIREMENTS SET FORTH IN THE 7 LOT 182 CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 181 1; `` S'ORAINAGe& nli>yCERTIFIEDTOANDFORTHE 7 EXCLUSIVE USE OF: EASfNfNr 2j' Asa COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC I LOT 192 N u; 1 8,139 SOFT. t 0 1 1 v 4 ZI r > m1 C. 1vyiI II y - GRAPHIC SCALE - 9 -1 1 0 m _ 1 z 0 15 30 9.Y 40.0' 8.8' I LOT 191 LOT 193 I TWO STORY CONCRETE BLOCK WOOD FRAME - Q W I RESIDENCE FINISH FLOOR n t. .{ .. c)) 1 ELEVATION=15.09 I1 1C) 1 ENTRYED- jI - 63M 20.7' 3. 0' i .' ' S.7' OA-= 10*25'55r' CONCRETE L= 45.52 1 DRIVEWAY .. N 1 - R= 250.00' i 1 10' UTILITY EASEMENT-:,- I CB= S72'25'12"E r C= 45.45 WALK IS 0. 5' OFF_ WALK IS 0. 3' ON 1 ZI SA nil 6=23'14'58" - 12' 22'15" o S L=91.30' p L- 48.58 R-225.00' - CB= S83'49'16"E I 39 CB90. 68;40"E y—A=35'37'13" L= 139.88' CF- CPC CB=S72'1'47"E RIGH TROFF AY PT C= 137.64' ... mm i r)WBAY RIDGE STREET 50' RIGHT-OF-WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE 0 FND )1/2' IRON6393 ODoANDCAPLB SURVEY, IF ANY. BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT of WAY LINE LB #68 (05/03/04) SET/ FOUND ON 05-3-04, UNLESS OTHERWISE° EXISTING ELEVATION SET 1/2" IRON ROD AND CAP OLB16393 (05/03/04) SHOWN. CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY PRM. PCP PERMANENT REFERENCE MONUMENT PERMANENT CONTROL POINT C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED - PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND C FOUND CONCRETE WALK PT DENOTES POINT OF TANGENCY TYP TYPICAL LOCATED EXCEPT AS SHOWN. S/w/WSIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CCONCRETE SLAB CHORD LENGTH RP RADIUS POINT OHU OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKER KALON ID IDENTIFICATION SURVEYOR AND MAPPER. POC POIT OF CURVE POINTNTPOCCPOPOINTON LINE OF COMPOUND CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL " I HEREBY CERTIFY, THAT THIS BOUNDARY NO1202940035EDATED4/17/95 AND FOUND- THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, - SURVEY, SUBJECT TO THE. SURVEYORS NOTE AREA OUTSIDE 100 YEAR FLOOD PLANE A CONTAINED HEREON MEETS THE APPLICABLE THE SURVEYOR MAKES NO GUARANTEES AS TO THE MINIMUM TECHNICAL. STANDARDS" SET FORTH ABOVEINFORMATION. PLEASE CONTACT THE LOCAL F. E.M.A. AGENT FOR VERIFICATION. BY THE FLORIDA BOARD OF PROFESSIONAL ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY T SURVEYORS AND MAPPERS IN CHAPTER VERTICAL CONTROL AS FURNISHED. 61G17- 6, FLORIDA ADMINISTRATIVE- CODE - BEARINGS SHOWN HEREON ARE BASED ON PURSUANT TO CHAPTER, 472.027, FLORIDA THEWESTERLYLINEOFLOT192, STATUTES. BEINGN22'47*56" E PER PLAT. FIELD DATE:) 1-15-04 REVISED: SCALE: 1" = 30.FEET APPROVED 8Y: SJ rV AMERICAN SURVEYING & MAPPING FOR JOB N0. ASM39801 FINAL 5-03-04 CKB CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 THE FORMBOARD 1-20-04 CKB 1030 N. ORLANDO AVENUE, SUITE 8 WINTER PARK, FLORIDA FIRM DRAWN BY: PLOT PLAN 11/17/03.SOO 32789 (407) 426-7979 LLIAM R. MU AlELLO JR. PSM#492 DATE 1 •ter•; Permit J0 t1ddFe55: _LQL Dcmrivhci n of ycirh,^, Hi5loris' District." CFPY SIT SAN_FORD PEU`i H A—"!jrA7j0',.+" Inning: °a'anlure' Sir lrtiorki Permit Type: -Dit lding Electrical Mechanical Plttri3birag airy 5-.,)T aldler/Alvr FOP• . Eiectri(ai: Nevv 5€ v c€ — # of >MChangevenvAy Pole Mechnnicakt. Residential • " Non -Residential Replamjent lveav (Doc' esgy Qtjl Plumbing/ Nevv Cornrriercial: # of Fiztu-res t of Wates & Seaver Lit es of Gas Li,ies Plumbing/New Residential- v of W.It r c ose;s Plurnbiug Repair— Residential or Con irci-6al OccupancyType: Residential Corin—jercial Industrial 'rota! Salum Footage: Coristruction Tyne: = of Stories: P of Dwelling Units: Vlaoti Z61je: (FE'MA form e(atrlred r<w oti.) -.,• ciinrp ;ry Parcel # O- wners Name & Address: Contractor flame e& Address Phone & Fax: Bonding Company: Address' Mortgage Lender: Address _ Architect/ Engineer Address -- _ Argach Proof' of Ownership fir Dtgai Descripleon) License Phone: Fa-:' Rum PWO Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commended prior to the issuaice of a permit it andthat all work will b: pedor ed to meet standards of all laws regulating construction in this ju sdiction. I undentand ihat a separaic permirt must be securedforELECTRICALWORK., PL UMB94G-, SIGNS, WELLS, POOLS, FURi ACES, BOILERS, }:EATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work vAll be done in compliance with all apphcat,'ic l wr rclj4dxting construction and zoning. WARNLNG TO OWNER: -YOUR FAILURE TO RECORD A liOTICE OF COMMENCEIviEN T MAY is -SULT P9 Y0i'M. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. Cl YOU INTEND TO 08TA-IN t`iNANcING, CONSULT WfTH YOUR LENDER OR A)t ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE' in addition to the requirements of this perrinit, there may be additional restrictions applicable to -his property that may be found in dic public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, of egcncies. Acceptance of permit is verification that i s611 notify the owner of the property of the requirements of Florida n ' .w. FS 713,---; 5 Z004 Signature ofOwner/Agent Date S' ature o C ctor/Agent Date T G. DELLO RUSSO Print Owner/Agent' s Name t Contractor Agent's N -: e FEB 2 5 ZOOd Signature of Notary - State of Flonda Date Simature of No_. -State of Flond- Date Owner/Agent is _ Personal],Known to rVtz or Contractor/Ac, _Persona::, Known to Me or Produced 1D ProduczC APPLICATION APPROVED BY: Bldg: Initial & Date/ apiciS1 Conditions: Zoning: Initial & Date) MIRINDA . t MY COMMISSION # DD 212893 Bonded Thru Notary Public Underwriters J COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75803 . DATE: BUILDING PERMIT NUMBER-( V)Ub (CITY) COUNTY NUMBER: UNIT ADDRESSu An I I', _VA ANFORD APPLICANT 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 TYPE. DIST SCHEDULE DESC. UNIT OF UNITS ROADS 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 SCH0]LS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: i// ___ SIGNATUR PLEASE PRINT NAME) 7 DATE: 7 NOTE TOTO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS 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 OF TME ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE F ECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMNTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: PAYMENT SHOULD BE BY CHECK OR THE STATEMENT NUMBER AND CITY LEFT OF THE NOTICE., CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PA;<K AVENUE SANFORD. FL32771 MONEY ORDER, ANDA SHOULD REFERENCE BUILDING PERMIT NUMBER AT THE TOP THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** Permit # : d 1 5 Job Address: I Z IVVJ I I( CITY OF SANFORD PERMIT APPLICATION I', DescriptionofWork: CONSTRUCT CON-CRETE BLOCK SING FAMILY DWELLING 1 Historic District: NO Zoning: Value of Work: $ 10"I lag 0. o0 Date: C st, 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 _, /_ Commercial Industrial Total Square Footage: aq9 I_ Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— I c)2 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000, ALTAMONTE SPGS . , FL 32114 Phone. 407-661-2176 Contractor Name&Address: PATRICK J. KNIGHT/CENTEX 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: NA Address: 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 installa ons as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, r federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Liet Law, FS 713. O V 1 3 003 Signature of Owner/Agent Date Signature of Contractor/Agen Date PAT KNIG19 Print Owner/Agent's Name Print ontractor/ Agent's NaNe- IUY 1 3 2003 Signature of Notary -State of Florida Date ignaturc of(NotanSiate f orida;'D)ate I; c mats j'I"i Owner/Agent is Personally Known to Me or Contractor/Agent is XX Personally Known to Me or Produced (D Produced ID APPLICATION APPROVED BY: Bldg: IF M-12 b'3 Zoning: Utilities: Initial & Date) ( Initial & Date) Special Conditions: Initial & Date) F D: Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back D TMe3 Sentinule county amil4ppraiser c n•rcts 1101 K. Hirst St. k•' k Sanford 1,1.32771 407 hhS ?31M, r VK , 1i 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD Parcel Id: Tax District: WATERFRONT Number of Buildings: 0 0000 1920 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 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: 121 WILLOWBAY RIDGE ST SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 192 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. 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=2219305020000l 9... 11 /20/03 r-' -_ i=. City of Sanford Building Division Submittal Requirements for Residential Building Permit 0 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, 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: 1. Garages/Carports sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. j. Total Gross Area sq. ft. 3. Three (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval %vhen public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept- C. 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 fee statement. C. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. 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 subject to penalty under city ordinances. Dat*G 1 ?nn3 Owner/Agent Signature ___ Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackise 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 LOT IC12 PATRICK J. KNrGHT CGC049689 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this V 113 2003 by Patrick J. Knight, Division Presi e"cdnt'of- entex Homes - Orlando). He is personally known to me and did not take an oath. Zx NOTARY PUBLIC KIMBERLY A. BROWN v'Y COPS MiSS!ON # CO 098590 EXPiRES: foarch e9; [004 banded )hru Notary Public Unaemilers W SW b.. EH-25 SH-25 ®D22/ -224) (i 2/-224) (+22/ -24) oaacr ro (+22/ -24) (+27/ -24 Ht 45 - 1 1 6-O X 6-8 SBE E RE S -------- --- ® (+ 21/ -23) - T F ECIRE55 _.__. --------- r- o o ppp f- 1_11_11___—___ 1 1 11 'j WRAT flfi Ij e 1 - - N [ I(tPE7R32 - I{{. KITCHEN NOOK "'t 13EDRM 03 ' S BEDF41 12 T" 3 I e RAra i 5 Ra1av IF RAT CiiCAISPET RR It cAr aR TRATa&- Di5 , M,i nx Ynn wt FAMILY RM mob i 0 - WRATah 1 CAl Rx 14 26" 447K& 5 VY 4'-a- 2666 , 21K TRVI-.von i I i s • - 1 1 I- 91ETn4LL - K Z N ' LAUNDRY 1 s-= ti 26" r EM CALL 4R 1 b Tole _ i k i BAt Q. ry i li • - T 6 BATH •2 vrTrL ry 9 i li ~ O, - w W RAT Ixa 26" 26" ' 61I10 rt AM FIR OF•T. v 4 V2• 3' FaffOR TT8 • TO am ROLL '•056' b• OPHLY" 011f n64LL C415E FOR IR• 4.708'-O'•FOR - DINING 1 1 iVGLIP 1 :• _ - n'-n Vl TUB DR4R!le V RAT a 11 y., r Ra n Ht 15 Do ,aFTai _ `". % 26" NOTi AIR HANDLER TO NAVE 9 g B, • 3 -2 ' 1 [ T151 OF 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE SMALL BE MIN. r:• 1n 2-CAR GARAGEWIDERTHANAPPLIANCE CLOSET tDOOR W/ m - car RR OPT. BED b4 [] Ni rs• mm SToP L 9uL MASTER BEDRM " -- ------------------------------- 1 G W RAT ai { -1 CIA. CATSETRR elSi11i W-3 1/2" LIVING RM a 1tV-21 1 201-4 In' b•RAT Ci n I 1 CAR ET 1i EE,RESS, i 16, X l' .HST. (+19/ -23)` Y7XA pJ'1EL m.ra SH-25 OBL-ZS (+ 22/ -24) 4W. w ca. SH- SW25 ( I/ -Z3) ' n 21/ -2(+ 22/ -24) (+22/ -29) ITT. s i EGRESS m d as G Y PARTIAL FRoW ELEVATION 'B' It MASTER BEDROOI.1 ENTRYWAY 4D01. SEAT fL2q b7PIgtW _ Yr o6B Rllal PLATE 24x Sony aT 40 F.6. ELEV. 6 ONLY) L 2nd FLOOR ELAN 1311 SCALE • 1w. r-r 2nd FLOOR FLAN SGAL.E . V4" P-0' Ni EXTERIOR WALLS WERE VERIFIED ALL STRIXTURAL 4000 HEADERS SUFFICIENT FOR SHEAR LOADS TO M Oot1BLE 21 x 10• uaFss NOTED oTHEFauSE NOTE: ALL MTERIOR WALLS TO BE 3 IR' ENDLINESSOTHERWISENOTED. SEE FOUNDATION PLAN FOR LEG NOTE: ELEVATION 'A' SNOW FILLED CELL LOCATION. TMTHM W-0' AFF. 5M MALL IRRICA'NE ENGINEERING 407) 774-900 3 rnz: (w7) 77+-64n P.O. e0X 161613 AL XWE SP 9165. FL 32716 TIIO " 1 Al Wit PE/ 47019 moo zaawn, BE13R,M.HALUSTAIR INFORIGAMEgm. If 9 EAZH I ' i i ' RUN Vr:TAIL SCAM IwTws. TE: SEE STAIR i3ErAJL IN STRLIETURAL SHEETS FOR AMITIONAL MI,45TfaCTION INFORtINTICIN. SQ. FT. CALCULATIONS Ist FLOOR 1062 111 2nd FLOOR 1441 111 TOTAL LIv1% AREA 25013 111 LANAI 0 * ENTRY 154 OTHER 0 III GARAGE 421 * TOTAL AREA LWDER ROOF 2%1 * PATIO TOTAL AREA Yty •t; 1491: ! v z W5 s a_ oc0 O LL LL w 0C Jill ti diiii drown by. d-11BSI011 dledleA by., ar- o1-um sheet.. A2 of. This Instrument Prepared By: 9i 1,'ii'Ut "IRS 1 LI i1iW IQ":Ui WW4 Ui 1W ii cc c7ILii15hR 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 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05108 PG 1951 CLERK'S # 2003209108 RECORDED 11/21/2003 01:29:28 RM RECORDING FEES E.00 RECORDED BY L McKinley THE UN13ERSIGNED 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 (T2 ,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 Property: 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 CERTIVIto top, VAAR'YANNE' MORSE OLERK OF CIR UIT COURT 6E INOLE CO LORIDA Ty GIERM 2123 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be 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. Rigg OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRiNOS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS N 0 V 13 2003 BY DEBRA A . RIGOS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION roja 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. w77, ,,, A /j/, M INDTAv i pumv............nvvwnafH JACKIE CAI:dES Emft ua+ea ea+am eau eaaownavovv S-06-203 12:S2PM FROM P.1 neui,,,h,: ',,.I:nfKf''.°I• ;l. ...^,..5 v- l .',•l.t vl•vn I1, ..;:its. •.•l.. Y'..I. .. CY OF SANFORD PERMIT APPLICATION Permit q : `J D [ TDate:' Job Address: Description of Work: Historic District: Zoning:Value of Work: S Permit Type: Building Electrical XX Mechanical Plumbing Firc Sprinkler/Alarm Po44 Eledric& l New Servitx — # of AMPS ` ) Addition/Alteration Change of Stxvitx TemporAry Polc-- Mechanical: Residential Non -Residential Replacement Ncw (Duct Layout & Energy Q1 Roquircd) Plumbing/ New Commercial: # of Fixtures of water & Sewer Lines P of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupaucy Type: Residential _ Commercial Industrial Total sq mime Fooracc: Coostrucdoa Tyne; # of Stories: 0 of Dwelling Ualts: _ Flood Zone: (FEMA form Enquired for utocr uian X) P, t reel d: ArTach Proof or Ownership &legal Description) OwoCf, Name & Addrras: Centex Homes ., 385 Douglas Ave. Suite 2000 Al rnmonte Springs, FL 2714 Phone: 407-661-2150 CocicC; ctorNaorc&'Address:_ Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando.- FL 32806 State License Number; EC0002494 Phone & Faz:.. ..Fast 4()7_Aql_j9q6 Contact PeirsonJohn Fiiidlav Hhonc: 407-851-1220 itondiuo Company'. addre. cs: Iorx, zgc Lender Addsiss: - Arcluttct/ En;inet r: Add(@ss _^ Vnx: Apermit pplieauon is herebymadewobtainatodothe work and installations as indicated. I certify that no work or installation has commencr_d pro, i;, n,c issuance o C a perTruLand that aA work will be performed to meet standards of all laws regulating oonstruction in this jurisdiction. J understand chat a separdtc perrriii must be secured for ELECTRICAL WORK, PLUMBING, SiGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIKt ONOiTIONERS,ctc. OWNER'S AFFIDAVIT: I ce nifythat all of the foregoing information is accurate and that all work will be done in compliance with all applicable fu • : , cr;4l.anng corupucdon and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESU1;1' IN Y()liR f ;,Y INN T- ICE FOR D4PROVSMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN Ai_R)FY BEFORE RECORDING YOUR NOTICE Of Comm ENT. NOTiC i In addition to the requircmerits of this permit, there may be additional restrictions applicable to this property tlt4rmay be found in the public mconis of h,s ccwnry, and there may be additional pan -tits required from other governmental catilin such as water managemcnidistricts, state ugencics, or fedcl;,l iecnclea Acctparce of permit is vcrific:ation that I will notify the owner of the property of the requirv=u of 1.10 , w, FS 70 Signature Of Owner/ Agent Uacc Print Owner/Agcnr' s Name AgCnl Uatc Charles Cannon 1) - ( onp aClOr Agcnl s Name Signature pf Norary_, Statc_of. Florida.- _. -__ pate lgriaturp ol't\'n ry-. tate'Of-FlondL 0wner/n6unt is Person llk t\no%%n to ,He or ('onrrdctpr/Ac:.: c.— I?vrsunat;l rnductd IU _ , Piuducc i0 U• I(: % 7,3N APPROVED RY: Llldb Initial &. I.hltc, . PATRICIA A. KADLAC d AIYCOMMISSf6i-t* DD013206 EXPIRES: March a 2005 wtSi'lyl ' •-. i_WU3-NOTARY FL W;ary5Wne & 3wd'.ry, Inc. Initial outc) (Initial iAtc) (lit+u31 (; U : x , Permit # • CITY OF SANFOR-D PERMIT APPLICATION I ! O Date: Job Address: f ,u r`l (0w bo-t/ t e s IIfK/ A Q^`Qe— .0rejcrve- Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building 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 W ter Closets -3 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: 0P/\ -ei [ o(ne s , i Phone: L / - ,,/ / Contractor Name & Address: 1[4" V 1b, l9E5f AYsj;a gs r ]T JOIs p r l 271 pq c, State License Number: C 0 S76©O Phone & Fax:n /s gd (—78Z Contact Person: / Phone: '7 / 8 33p 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 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature ofCo ntttractor/Agent Date b" Print Owner/Agent's Name Print Contracto a mnSignatureofNotary -State of Florida Date S aZurre of 1`otary-Slat orida ate - _ - Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/Agent is Personally Known to Me or CProduced ID E ? 11'7r% Utilities: Initial & Date) (Initial & Date) FD: Initial & Date) POWER OF ATTORNEY Date: J Z (—®q I, CA Lros4 do hereby authorize to pull the 801A lh permit for Z& Mi., uJ b q A IQ e SL type of perAit Signature T. S. SLONES MY COMMISSION k DD 152189 a EXPIRES: November 30, 2006 of n;?: Bonded Thru Notary Public Underwriters Notary Personally known to me or drivers license # , State of Florida, County of on Z sf day of SA (9 , 200'Y PLOT PLAN Ij DESCRIPTION:.. ,(ASS FURNISHED_) LOT 192,";.PRESERVE AT LAKE,,MONROE - r AS RECORDED IN' PLAT BOOK''62,' PAGES 12=15,OF. THE PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA T u .;.-, _.-T ;: , Vie. ; ,.,. t c•, .:I.t .s.; ., 1 , env fK t` 'IMPERVIOUS CALCULA TIONS'(l0T ONLY) i COT 1'92_6ONTAIN'S 8319 SQUARE FEET t LOT ONLY) THIS STRUCTURE CONTAINS 1505 SQUARE FEET TOTAL CONCRETE 543 (WITHIN LOT ONLY) SQ .FT. t TOTAL SOD 6271 SQ. • FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 257 t SQUARE FOOTACF IIIP TO clIRR1 LOT 192 UP TO CURB CONTAINS 8808 SQUARE FEET t THIS STRUCTURE CONTAINS 1505 SQUARE FEET t CONCRETE 857 SO, FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 6446 SQ. FT. t O 0=10'2 5' 55" L=45.52' R=250.00' CB=S72'25'12"E C=45.45' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. LOT 183 LOT 182 r r 17.6 _ r LOT 181 IIIII ` 5 ORArNgGf.&` UTrCrTYE ' 1 1 1 , II LOT 192\\ 9 u I DRAINAGE TYPE A y 1 v L/) Z. W x1 `^N O i R. fv 11 1T) 1 i m 1 1 40.0' 1. 1 I • I 40.00' LOT 191 LOT 193PRoaoseD 1 2509 I o o FINISHED FLOOR o A/C J1 1 n o ELEVATION=14.60n N 4 1I (p o I 1 rn ST r p 1 ^ . 3:n 20.' 5.7' 5.4 p I JA V 11 U I 10' UTILI Y EASEMENT,'-`. I 1 ZI p_12'22'15" O NI1 4=23'14'58" L=91.J0' L_48.58 1I R=225.00. BR'225.p0CB<563.49'16"E 66. 90^EC. 90 G! — L=139.88' CE— — RIGHT_OFE4Ar PT CB S72'101'47"E C=137.64' WILLOWBAY RIDGE STREET 50' RIGHT-OF-WAY THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 192 BEING N 22'47'56" E PER PLAT. FIELD .DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JDB`iNO. ASM39801 DRAWN BY: PLOT PLAN 11/17/03 SDO LEGEND BUILDING SETBACK LINE. MLW MINIMUM LOT WIDTH CENTERLINE POB. POINT ON BOUNDARY RIGHT OF WAY LINE PCCPOC POINT OF COMPOUND CURVATUREPOINTONCURVE X PROPOSED ELEVATION OR OFFICIAL RECORD PD . PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE CONCRETE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT - PT DENOTES POINT OF TANGENCY P) PER PLAT TYP TYPICAL M) MEASURED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK SO. FT. SQUARE FEET - R RADIUS NG NATURAL GRADE - PGS PAGES R/W RIGHT-OF-WAY AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 , 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS, OF. RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED"SEAL-OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CPMAR ^MU CATELLO J I O:VASM391ASM39801.dwn. 11/18r20D3 12:46:54 PM VI464'-.. J 7J 1 1 3 2 3+ (s wrt1wCD n aria roll 1e• "K DOM REVISIONS n AT AO•LD N/ TOC QM (1(lop a ewii ll) REY, N0. ZONE: DATE: ECN NO. APPVO: DESCRIPTION a,ra uRR7ruS COeyaw y as A YAL7IWK 1 82 11/00 - MWw OTY (1) WAS (2) FOR TRACK BOLT Sa 7iC110N i i) f ( HCMJWiK TMON WMOA7 M i I 30 N 'Y1M PA71MCOm 1n00-L-IDC 7iYlRY 00011 WSTIILTA RO 31.0 tOT,Oa N A> p A1" t u u aALv. tTRI r4o to o1R. 3) a%lira-aNQ V' o t4Q6w A LISTED yI o 28anc.maoaleAma ,A"rif°°Ni«As nanNw f r 21 01LV. ITIA. tMCK 1 Q t. wNf140x 11YCWifA .OeO' v OCR P01T1p11 ® rrP. 3.1/21.13 G "Y. VM M CK SAAM0. pt s )p yp • ({) TPACM IMCKM PIA 1110C. I. Ci ./ • I j ® ® va TOP No1e3oNrAl REPORT#9606Ct C C ; i U-RMa w A 3-I-1 I 1.1a . Ow w • `T1 orra N ,s 7w wwo oN xenoN, i. 1 SECTION. Nort / I..{/ f aim NCT.L eCAant OP1101ML Y(M3 A OPTIONAL 0VrW KCM LOCH P0I1710„ 1 AIAK OOG w mN,. u'-o• ' 1 .•.3 r atv e WaN f1i-.}ylurlln HINN. , u 9A. Nn1/ I. 1 11 I YW..• 8001E0 $ TO 7'- • N4W 13r Of !) IONf INOwM1, r110Nr Pik" WA U.V. wAllla aC0U.1m. W 7CA3•.S WY Be COls11a>1WR P CWV4ONOUMCCSUWAanOPw7u1Le+0 By 000R r.salltA (TO S xT) COR C.1°Nair OI p5 sioNa (e or wOrw>, (WT InT uowrol ro P71rrAo0 A SU131I 1ulnrTulO WWACC. NCk30NTAl " M CO NOT TK WG IMO. 74 Yplow PPK 1.W 30 d` WN• OALV. sM1 OW mu TSNCN I/ IAC M1k U([ (yL 30 W GLY. ITQL wTfA• Iixl 40li RCOncr"' AWG rrm e e _ aRACKt:,sI AST01m Y110 71000 UrAN 2a QA. wY. SRLL )4.3/{ NN HCAO SGLLY W N OAK t/1 a//'• W SCA£w 1- fK11I CG/t0 vIM C-{0 NW 110 Xwoll Pa urc S. 3{ (0^p IMCK MAGIET. n au vA„liwo• y f(p-oN w133a a» Coms tl aoo re 1w1 COMCMQ a 7/Is 1. AouNo PVSHN ANp A WIIO-ON POLYGit7( TAPCON Lid" ON 17-1/3• Cv4nm (LOW 0• TOP OGT A/PL1(O 0 tOM SNAP LATCH CNOAOCS P9 wN C NAa1013 WCWOCD WITH IAsr1N () It Ipp' 0/ fIL0.'IKN1. I3 G. 04v, ST[4 TOO ONTO WInCn4 TRK11• y(Ay[ NCIIpItf • 04 Nw. *SHM RCOUMID 3. "V. STILL MACN /ArtdtD TO I. y H r! CRCM7, 0 OL1L11 tAACKt:r. 4CN OH3 SW WCH ON MTnI 71PGOIIf. M1Ggni N.Y K CpU11 CRWNK I3 CA. "V. STm, T0.bt SWAM. As 0 NpW/Q(/) 11I{r tAACKtT ATTACNII M/(4) w CA01 aCt 0/ OOWS. (Wr NOT SWAM TO PR0+10C A /IYIH TRMJf ATT TO aRIQ(CT I`{ ' /AND 1a{.Edt/' f• tNm YR:LKl. N0010H7K iUYI 00 MOT al 7N ({) 1 1 a ICRM Ia DO MNo[ tH1 LAP JMISI rfoo 1/0 OK wvcm Qum= xmO HAMOLL CNOCND 3. OW VMt. SrW. 10 Nti SML MLLML 1 OA GLLN. STsal sw CMp Nam, nNj -4TION WAN W.L 1464 P.[. IASRI II( 0 TOflynrwAfrewenlr. _ NORM C ROIUM P.I. 03X73 LOCA WA 3 W AL CAEWi4• 44 INgOI IIAIIOIL . T TALL U-WI J, ({) P {•.3 {• fW 30 u OALV. ITu TAFF" - EW.40 w OESION I.OAOSi +24.0 PSF 41 -24,5 PSF 4 11TRAOSONTHEOWOND/ lKC fUPPOAISN3 SrRUCTUAAI 601[MI Kw. TIILO,/ TRWO 3o Ka ouTlwe EACH slot THE 1JPONUealT1 aP TrK a TEST 60AD5: +36,0 PSF dt -37.0 PSF 3' `• 3' TAu . to oA. rxV• srE6 V-IAA C40 suoe WY o0 000a R iCMO 0 1 ACCO OA/ 1CI K rim w A 1-1-1-1 ATRAN 0 [, 1M0 u- IRSL L= WOco TNLS OINwKC. Pr1 IUN A 11N10) tfx (O.A PART NO,: - 17 A ,•,, I 7 ON aOTT011 ILCIx7N, ONC u-wt ON NOrr wiO Y[R7 CALKi, A 11 ttCnON UCN u-WI ATTACNIC TA" OK TKO WWI sww 01n.rN.. Sl 3fi1S II00 T- MM1a {• sCt7 TA/hN0 fulls LOCx ON Cww«e„/P. N.-,.u«. Cincinnati p 43202 ud o0 . u0rr rno"7Pmums Co. TOLERANCES M IDEAL Trl Ko +-!,]-al-iaoo w 0". w'. .. rw w •0 . tA3 W+smwsuc far Na 1-313- 12-J119 Z sr,, n,„ A.A (.1nryitw) y .uw111 nl.r.« rw I.ur.I. DESCRIPTION; MODEL 6RST W4 16-0 x 6-0: 24/-243 OESION LOAD Nr ..0. —A N o00 . #.Dos OWO. 1) OA, O+Lv, sRq, O.1/. OMW Wt==lx-00 00 * 00, DRAWN BY: BMM GATE: 4/18/00 SCALE: NTSATTACSIiD wIM (3) 11Na//• sNu7 adAL sGCM1. w«'Degrus . t I/ T CHECKED BY: NWW DATE: 4/16/00 SHEET1 OF t SIZE ThIrO Mgle a - unwe Na.e 0lnmis. Pro)eetion Ow1NSKxWIAREw "CHES. DWG. NO.: 102136 REV, NO, 1 o ar a QOEL DESICAATIDN, Thermo-Tru In -Swing Door Wood %romes System . DESIGN PRESSURE RATING: J MAX 18' O.C. Single Positive. 67.0 PSF Negative 67.0 PSF t''1 W nMLiM 01IF t NOMINAL SIZFr Single u0 to 5'4 x..8`0 w/wo sdnt,•e - g Double up to 6`4 x 8'0 w/wo sidu4!es ; ' • •e • Single with Socialitesidelit Positive 47. 0 PSF Negative 47. 0 PSF a N X. Double x0. o S' fit, ' 0 w - • Double w/wo Sidslites Positive 47.0 PSF Negative 47.0 PSF 0 OOx. NEItu . DFsrRIPnDN, The head and side iambs an. Iupetpint pine 0 measuring a min. 4-9/16' with a 'i /2' rabbeted stop. p O M U t 4 3TCR- ' 1/2' DRYWALL J ptW^ PE ANCHOR 3ISO.C. fE O O J/ta' TAiCOH •: ' ,.'t 1 a 2 i1RRW6 TYPE ANCHOR ' • Y 1 t/Z' DRr1A1•L _... N •> .•, . • Y 4 lSONRY LMEL t 0 a t i 2 MANO fJ' , NASONRt' jr 1d• •./ .± • e x SUCK '. • tee+ , • `•: • ` f n > . `' d .•' P. Is BUCK N Jt ERIOR par J2y2 yya = I O) J/ 1e• tAl'CON a r t/2' (S•e net• 2) 1 o$ n AFlI . NEAR _ L o CONCRETE 1u 4u i tfilO . IAHa q > • :• •, • MASONRY BLOCK JAMB ' r B (v mroIxsue - BUCK N DRYWAU Ix BUCK 3/ 16' TAPCON W td r ~' •. vn I x 2 FIRR.A 3 O 1/2' CYtYMW.L •.. +; •: +• •" TYPE ANCHOR 1 S I t r 2 ARraNG .4 A'. v.. ELCO TAF'CON OF EOIW. 235 LB. SHEAR RATM) . , • ( 3/le't' APCON 3ee nose 2) K O Z 0 a s 2- 1/2 PM TAPCON t L1 F a t J U O 3 7 n2- tui I+zi idgBmB JT PfE A • 3' WAX. ••j , r t •.: :;, SHIN SPACE-1/17J. MIN. MAX• vt7rrlaL ewe uura XYV sN K--•• 11i + 1% SUB -BUCK YATAN13, iMC r.r.,, : _ atJ.a84. 3031 1.13' 1W i ou. NOTF. 1. This system has been evaluated for use in locations cdhering to the Florida Building Code s Q\yERDGL SIDE JAMB and when pressure requirements as determined by ASCE 7 Minimum Design Leads for Buildings DATE: 4/J/G? 21 B- t tH• to SCALE. N.T.S. and Other Structures do not exceed the design pressure ratings listed herein. DWG. BY: W.". 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods CNK. BY: &W. and sub -sections 1707. 4.4.7 and 1707.4,4.2) Topcon type concrete anchors trust be used and the DRAWING NG_' . length must be such that a minimum 1-1/4' engage rent or the Topcon into the masonry wall is obtained. T-02201 sxt2r t tx t MOFAI DESIGNATION: Thermo—Tru Out —Swing Door Wood Frames System -' F•:.N PRESSURF RAnN J MAx fe' O.C. Single Positive 67.0 PSF Negative 67.0 PSF W MAXIMUM OVERALL. NOMINAL 512E: Single up to 5'4 s e•0 w/ro ikiel'tea g n Double up to 8'4 s 8'O w/wo aWelitea • • :' • •. Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Cr N KA91 F CONFlOLrRATiONSr X. OX: X0. OXO, XX, OXXO ' ' 7ouble w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF V) 4 I QD,,eRAL DESCRIPTION: The hood and side jambs are Anorjoint pine 0 measuring a min. 4-0/16' with a 1/2' robboted 'stop. a S Uj In J/18' TAPCON //' tLISONkY ` I x L fIRRWG W pO s ... NAi( ie' O.C. 3 00 TYPE ANCHOR 3' .. 1 MASONRY UNTEL O i /YN.L v i x 2 FIBBING M DRYWALL 3/16' 1APCONANCHOR io • - 3i t 6' TAPCON •'. G N nTYPEANCHOR s'• SHIM SPACE I • b i'X1EBb7g` T— ffiFSIPB . s ` a Ei7F.BIQB TAPCON J 2.23'--1 = RIRBG)B y; ,vi $ n. TYPE ANCYgR O i ao n T 11I'•1. HEAD JAMB l.i u 3 1 •'.' c1.75 Jl TO iX SUB —BUCK ao: h PFN CONCRETE ' Co n n HEAD B oB 4,14 • y .' MASONRY BLOCK .23' MAX. .r''• _ V q s •' SHIM SPACE --jl 1.23' Mir. LIM N •ti ' 1 1 laN, m s _ _ IQB z W 7 . 1 y, `' EM8 r` . TYPE ANCHOR •, 4 p A'a - a • ran f U. 1.'I :r' 1.15' MpJ. ' i ' ELCO TAPCON OR EQUAL 3/16' TAPCON ` •4 W U. TYPE ANCHOR H 4iz'- },, • EMS. y •'..::' :. ' • ( 233 to SHEAR FAi1Nc) N QQ t i t.. 25' MAX - a :;i.• fn Z +- SHIM SPACE •: ,.,, • • p p n ry t'; •r" ri' 10E s :- 4 pit• ~ N I t8 s 2—t/2 - s .r . . 75' MIN - z I s L PRRING Q pPFHWS .3`i. r C—SINK s : tie -• DRYWALL i'.;>';.r•;: '• " VERTICAL SIDE NMS IX BUCK Tb 1X SUB —BUCK suaa.a r :....: 1 x 2 FlRRING liQg: 1. This system has boom evaluated for use In locations adhering to the Florida Building Code 613.864.38Ji IS' MW. - DRYWrJ.L and when pressure requirements as determineo by ASCE 7 Minimum Design Loads for BuildingsC—SINK PATE: 4/3/02y:'., 2X BUCK and Other Structures do not wooed the design Pressure .ratings listed herein. VERTICAL SIDE JAMB SCALE: N.T.S. 2. For installations when the tub —buck Is loss than 1-1/V (FSC section 1707.4.4 Anchorage Methodsd.c , .: . • .. TO IX SUB —BUCK - DWO. Or: W,LN. and sub —sections 1707.4.4.1 and 1707.4.4.2) Topcon We concrete anchors must be used and the CHK. BY: R.W. length must be such that a minimven 1-1/4' engagement of the Topcon into the masonry wall is obtained. DftAYnNG NO.: J. When usinga 1X sub —buck a 6-9 16' jamb is required to allow for min. edge spacing for Topcon type anchors. T-022031as9P9aYD taa[s t ar t PSI L_ __ al00EL DESIGNATION• :. Thermo-Tru In -Swing / Ott -Swing Door Wood Frames System WXMUM'OVERALL NOMINAL Single up to 5'4 x 8'd i s/wo sidelites Double up to 8'4 x 8'0 r./wo sidelites I,,t'SARLF C-ONFTGURATIONSr. X. OX, X0, OXO, XX, OXXO ' SENPR L DESCRIPTION! The headand side jambs ore fingerjoint pine measuring a min. 4-9/I f • with a 1/2' rabbeted stop. t0 DOUBLZ 2X f HEADER I/ t : oRTWuu A y WADE/t SINGLE OOR 2X STUD 9& 2X JACK' STUD 9 PM wS OFSIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Doubls w/wo Sidelites Positive 47.0 PSF Negotive 47.0 PSF ao- t o• 3. 0• za, MW JAMB I/ Y oRrAXL y> ERION y4 DOUBLE DOOF s x 2-1/2• . PFN Ws I 1s• YIN. c- swu SWE4TW o v — 23• MAX SMY SPACE 0 VCRT) CAL SIDE ,Wfe d 1. I VAIL aa* 1 I Y a It' TYPrI T SINGj, F OR D BL DOOR WITH SIOELRES BIEi This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildia;s and Other Structures do not exceed the design pressure ratings listed herein. LJ n o c,4 y0 ZON^ 7. hkco Go az N e w a zo ri w n O p W W V) W pp 0 Ln z_ c9STi 3: z 813. 654.3831 DATE: 4/3/02 Soar:: KM DWG, eT: W,LN. CHIC Or. RW. DNAWINC ND: T- 02202 P. m 1 Or 1 THERMA oTRU6 FIBER CtASSVPSWOTH STAR' TJSWUJG"SYJOLE AND DOUBLE WIS WIM)TSIDEUTE& INSULATED FIBERGLASS DOOR WITH WOW FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR IMIAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOCOUES NOT MEET THE WATER REOUIREMENTS FOR MIAMI-DADE NTY. 6. M1AMI-OADE APPROVED IMPACT RESISTANT SHUTTERS ewc REQUIRED FOR SID, rES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE. OR DOUBLE CONFIGURATION. Face sheets: Fibergloss ovg. min. yield strength Fy(min.)a6,000 psi SmoothStar - 0.070 minimum skin thickness FiberClossie - 0.110" minimum skin thickness Gotle design: Polyurethone loom core. withl.9 Ibs. density by BASF. sypel Conpf[L ji= The po el skin is constructed from a 0.070' thk. r! "t molding compound (SMC. fie interior oovity is fdld with 1.9 Ibs. density BASF polyumthone foam. The panel face sheetsare glued to the woodstilesandLoib. The, `14 latch stile s mWoreed with a I4ck block measuring 2.375 x 14.0. long at the stale and deodbofl ion the hinge little is Finger .hinted Pine and the top and bottom roil om of a wood composfte mot'do' In the doubW door opp6wtion the inactive door is rifted with on extnlded aluminum astragal (Wind timber tl) of 6063-i6 allay. The ( ronle is constructed from 6r r jointed pine. The er rs ono the side p' mbs with (3) 16ga. 1/ crown x 2 long sfoples of each side. The mu0orls arc sensed together in a sidefite application using 18 x 2" long PFH Wood Screws (6) screws per each mulrion. The units use on Inswing Saddle threshold measurkV 5.75' x 1.5487.. idslj(Q S(g 'zero: Thesid@M panels ors sandwich glazed u g a two Piece p frame. They or, dry gazed on the exterior with on I/8' thk cdlukr tow6 (SWII Tape & b^gkPos crew Be frames ore hold TABLE OF CONTENTS SHEET 1 DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 V RTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCH la LOCA to & ETAIL 6 ANCH RING LO TIONS & GLAZING DETAILS 7 UNIT COMPONENTS BILL OF MATERIALS & UNIT COMPONENTS 37.5 MAX. OVERALL WIDTH 36" MAX: PANEL WIDTH IZ w w = a o J J 0 0 1/' O 0 9 I 0 4 0 O < e o 9 r7In N N O. L mI ^ SINGL LNSWING UNR 74.5' MAX. OVERALL FRAME WIDTH -- 36.625" MAX. PANEL WIDTH --I W ASTRAGAL 12 J_ LU 900 4 4a T0 X 1 go I I__ DESIGN PRESSURE RATING UNIT TYPE WH WA ER IN IL RA ION REQUIREMENT IS NOT NEEDED SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF WITH ID LIT 55.0 PSF - 55.0 PSF 10 5" MAX. OVERA 36.6 MAX. PANEL WIDTH W/ ASTRAGAL FRAME WIDTH ALL MODELS 68. 5' MAX. OVERAL ARE VIEWED 36" MAX. FROM INTERIOR I PANEL WIDTH I D rl C-u i 11111 —0 Ell TUC - CS K 15.5' MAX. FRAME WIDTH 13. 75" MAX. WIDTH 7.125" MAX. D.L.O. WIDTH 15.5' MAX. FRAME WIDTH 13. 75" MAX. WIDTH 7.125" MAX. D.L.O. WIDTH O> Go NO0o R 8n' 3OwO3QGo cCOD V1'^ O LFi 613. 554. 3831 GEN FRUO Y1F e O at sue. Y' lSCAM - amer: N TJH NUFA yrV- T cwx. er: RWS- 2151 7 r eA % Y l i 1 or j MASTER :-F. .7!: # FXTFRKM 1.68" MIN. PANEL THK. amc F 2 DOOR PANEL w INTERIOR a X I N 13 17 20 29 p o 42 Z O . O I in I33c ap. . 34 0 r. o- O'O SEE NOTE 5 SHT. 4 U 2 41 m w NOTE x 1 SHT. 4 rd 5" MIN. a GLASS THK. EXTER OB INTERIOR . i 25 0 h cl FOAM GASKET & N ao SILICONE CAP BEAD p 0.:0 6 n o p 1.68" MIN. PANEL THK. 4 o • 42 O p SEE NOTE Z 14 13 5 SHT. 4 m 29 V y/Y 9UILDiNC NSUCTMIM INC a . 813.884.3631 v v o ro 08 10 01 a' m ay. TJH RW j!'( {{ 2 SIDELITE PAN J 1:aa7LYA1 lil%., l1 0lllvLL` S 2151 9cu or 8 cy- N O o0 2 I m zon n Li to a UJ 00 24 XT RIOR SEE NOTE 2 8 SHT. 4 27 INACTIVE ini ZY 3 J e W ASTRAGAL RETAINER 31 a BOLT 8.0' LG. TOP 8c BOTTOM (2) BOLTS IN R R AT TOP k (2) AT BOTTOM 1HOR17ONTAL CROSS SECnON 3 O ASTRAGAL 1.15' MIN. EMS. iXTERIQ6 25' MAX. SHIM 15' MIN. FOAM GASKET do C-SINK SILICONE CAP BEAD EE NOTE 34 435 SHT. 4 33 25 1 10 13 O .D. . 1 z U 36 F6 5 29 110 ' 41 a•.. t 7 `D SE NOTE 1 16 35 SHT. 4 10 81Q8 3 rRo-,;S SSFGTION 3 O SIDELITE TO BUCK W 0 co Lon 00 6 p 2 ^. ACTIVE ZO U) 100 0- SEE NOTE 6 SHT. 4 a SEE NOTE2 7 SHT. 4 N 3 O HINGE JAMB TO SIDEUTE 1.+ i1 11 1:1L-llll.n iC lla •U';."A , MANUFACTURER lY !SDI g fl XZ 2 FOAM GASKET SILICONE CAP BEAD O O W wx2ig 61N. 1 Fi NOTE 1 4 BVlANISINCtD pN$ULT813.584. 3831 m 08 10 01 NF:1/ 2' = " a. or. TJH a. or. RW m"No NO.: 5-2151 ccr 3 of 8 21 31 25' MAX. SHIM SPACE INTER 1 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5 16.5 . 27.5 , 38.375 49.375' dr 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3 5". 18.25". 40.5. 59.25. 74.25 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) I6GA. x 1/2' CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 16GA.. x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELRE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2" PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, 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 (NG FOR ITEM NO. MULLIONS TOGETHER IS SCREW) SAME TSECURING HE THEPERIMETER 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 JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW), WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). z a J a a IA D MIN. EMBED. 15' MIN, C— SINK INTERIOR + / OR ONrAL GROSS c_EC_T_lON 4 HINGE JAMB TO BUCK, FOAM GASKET do SILICONE CAP BEAD i in V 417 i SEE NOTE 1 ^ a SHT. 4 3. HORI R 4 ® STRIKE up TO SIDELITE i1 iL n eI as . 10 25" MAX. SHIM SPACE SEE NOTE 7 SHT. 4 O5 r LY N a 00 Soz N 8Z"' ul O W O 0^ 0 2 IL E I^. 2ioUJJZ 2 N gU SN11 U Nc 7NSVlTA1R". INC 813. 584.3531 BY: wn er. RW NG NO.: S- 2t51 4 or SEE NOTE 3 SHT. 4 fSEE DETAIL "F" SHT. 5 6" 6" 6- 3- 3' 6 3" 3" 3" ° 'j 6• 6• io I SEE NOTE 3 SHT. 4 136blj113 I TYP. = Ir TYP. SEE DETAIL TYR n uj N SEE NOTE 6 SHT. 4 f. SHT, 5 SEE DETAIL SHT 5 v> n 4 O J 13O TYP. N rnN SEE DETAILLSG" D SEE NOTE.,/ 6 SHT. 4 NP' p a a ter a 13 T. CTYP- SEE DETAIL 13 SEE NOTE oTYR D- SEE DETAIL E" SHT. 5 a H- SHT. 5 D. TYP. 4 SHT. 4 SEE DETAIL—"Cl io -G" SHT. 5 C- TYP. D- 1 I P. 14 8_ 14 TYP . B. 1 14 TYP. I 3- - IIr 1-4 6 6 3' -4-i TYP. 3' 6. i-- 3- -- 1 1- 6" 6- 4 -- f to ' SEE NOTE 4 SHT. 4 3- 3" 3" RAL J[ LORMA BoWASP SINGLE DOOR DOUBLE DOOR W/SIDELITES jV[++A t'Tg ®Q uRERlSSIL eJ Y j `LJ 7r'-) t-Y.- - C, MASTED A 0.357" BOLT DEEP ENOUGH FOR A 2- 13 BOLT THROW 12 10 0 13 0 0 10 13 0 3,, 10 DETAIL -F" DETAIL -H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE TO FRAME DETAIL "G' AT THE THRESHOLD AS w o 00 O n 8g0 OMo O O 00N§ 813. 884.3831 E08 10 0 uc N.T.S. c. er TJH c er: RW MM NO.: S- 2151 MT 5 or 8 n iJ n E DETAIL SHT. P. MCENTRALANUFACTN I NA o SEE DETAIL % i t/-'C t F' SHT. 5 _ --- -- -- MASTE FILE 6' 3" 6 3 F 6' 3" --1 36" 63" i- 3 6'3" I 1 I I I 13 —_ SEE N07E — 13 i TYR 3 SHT. 4 SEE NOTE TYP• SEE DETAIL 3 SHT. 4 SEE NOTE 6 SHT. 4 F" SHT. 5 3. TYP'SEE DETAIL C' SHT. 5 — 13 — SEE DETAIL SEE DETAIL Typ. In " 'E' SHT. 5 s H- SHT. 5 'i TYP• SEE DETAIL SEE NOTE "G' SHT. 5 • K' 14 " K' TYP.= 'M' o 814 - 4 SHT. 4 _ 1 TYP. a 14 TYP. i- ^ M• 6'--4 — 3" E` 6" 3' 3Y 3w {- 6• 6" 6' 3' SEE NOTE 3' 6" 6' 14 4 SHT. 4 6" 3" 3' TYP P— DOLIFILE DOOR SINGLE DOOR W/SLDEUTES 453' GLASS BITE 463" GLASS BITE 32 40 1 33 32 XTERfOR 25 1/8" TEMPERED 1/8' TEMPERED GLASS 40GLASS o.' 25" AIR 25' AIR O.o. o .. SPACE p.SPACEoi/8' 4-E TEMPERED i 1/8' TEMPERED GLASS GLASS RIOR 36Y 41HnSEENO1SHT. 4g 25' STEEL 1 25' STEEL INTERCEPT a INTERCEPT SHT. 4 5' INSULATED GCA55_W/ 7CA.1 I r7c FRAME GGLASS DETAIL SPACER 5" INSULATED CLASS arc I ITS FRAME GLA W/ IN • DETAIL SPACER O> o LonO OI p 2 U LL Lo OWO co a 813.684.3831 L06100 um N.T.S. a BY, TJH K. e+: RW WING NO,: 5-2151 m-r 6 or 8 4.563' In vt • 2 2 N 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 28 1Ov 1N 1L 097' 4 x 4 STEEL DOOR HLIJG.F i0 e 1.531• 42 JOINTED C 33 PLASTIC LIP`LITE E96ME EXTRUDED B75 141 --{ 9F61" r - T D INSWING SIDELITE 15 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL ry N u o- O 0 Rv.) co O o1 8s0"' N Ojjo 526" 3 SIDFI RE BLANK SIDE STILE 2.713" FINGER JOINTED PONDEROSA PINE TCM MERMMA—TRU'S POLYPROPL ENE) cep d O". PL AGT1G LIP LRE FRAME: . FXTRLIDED TGM 11,2641 N1.531 -i mE'- O O 1.531 " i--1.531 • —i 4 FG. TOP RAIL O & WOOD COMPOSITE FC,erGH SIDE CTILE_GOMPOSTTE FG, WOOD HINGE SIDE STILE a T 1 5.75- N11 0co FC. BOTTOM RAIL in SELF ADJUSTING Se DLE THRESHOLD WOOD COMPOSITE AL UMINUMIANYL .045" W L ALUM, 19 080" THK. WALL VINYL TYP. 1 rn SS. BOTTOM RAIL11WOODCOMPOSITE 1 65 of U 2.375" T- 30 WOOD IOCK BLOCK FINGER JOINTED PONDEROSA PINE BMW CONSULT,IHIS. MM 813.684.383 t 2! 0 0 scue N.T.S owo. TJ H nKera,RW oarrnwe ray S-2151 SHM Of = 1 1 i1BERCL4S51C DOOR SKI .110' MI. THK FIBERGLASS BY TIOU-TRU frhh F ftm 6.00E FIBERGLASS 2 Fr. TOP RAIL 1.531 x .94 TFERMA-TRU MOOD OOMPOSITE W000 0016,0517 3 Ft LATCH -TRU. NO00 C01P091E 1.931 x Um W0OD COL1P051iE 4 FC SIRE - PONDEROSA PPE 1. 1 x 1209 WOOD 5 PO TTQY RAIL 1.531 x 125 TifRY1-IRU WOOD COMPOSffE KW COMPOSITE 6 911 S FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP -1RU FOAM 8 LONG REACH COMPRESSION WEATHV5TRP 1111t- FOAM 4 x 4 HI G 097 THK. ERMA-TRU STEEL 10 1 x 4 FlFN NO00 SCREW to Fr6rtfe STEEE 11 SS am ME 1431 x .91 WERIN-1RU wn N000 12 13 10 x 2 I.G. PFH WOOD SCREW is x 2 112 LG. PFH D SCREW STEEL STE L 14 3 1 ?APCON AN HOR LCO 2.0 MIN. LG. STEEL 15 SIDELITE BOTTOM BOOT .09E UDEO VINYL Ny 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WAD IS 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK UM. OD 0 x - E WOOO 21 x - x KYA KSET TITAN 7 SERIES DEADBOLT 24 5 ASTRAGAL WINDJAMBER R R68T .052 WALL GLAZING, 112-INSULATED TEMPERED CLASS UM. 6053-T6 SS. -TRU PONDEROSA PPE t.1 x I.SJI WOOD 27 8 x I. LG PANH SHEET METAL SCREW STEEL8R "SWEEPE10TTOM 29 WOOD 3 iC MOOD LOCK BLOCK 2375 x 1.515 PONDEROSA WO 0 31 THERAMA- WO00 1.167 x 1531 W000 ODNPOATE 2 ILP THK. CEUULARGLAZINGAPE STIK-R RAPE 3 PIASTIC LIP UTE FRAM BTS . RMA-TRU STS 34 TRU 4.563 x 125 BLANK JAMB -TRU PONDEROSA PIE 3 SDEUTE 510E STAE -1RU 1$31 x .656 PCFDFROSA PWE WOOD 7 k 1 4 LG. PFH WODO SCREW STEEL 38 SS TOP RA1A IMI x .94 R MA-1RU POLO COMPOS9 39 NOT USED 40 IU NE CAU K SILICONE 41 8-10 x 1 1 2 PLASCREW FOR ITEM 34 wc42SWATOPtB0MURALIXIxPOFDSL 43 8 x 2 I.G. PFH WOOD SCREW LE -11 38 v? SS. TOP RAIL WOOD COMPOSITE N O1: pp L- N O.179" R H MFR I N TTI ZSTRI FOAM CELL CORE W NYL JACKET 3" N cV 1 .579' w OI 7 .175" O OMWEATHERSTRI P WiMMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357" DIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER 11 WR68T STRIKE PLATE 31 1.531' cc erru cfnF crn COMPOSITE 6> 1. 531' OC N W I N O °j CCZQOOOO LJ 0 0 26 3 0 000 SS. WOOD HINGE SIDE STI to Il a, ASTRAGAL HAS con ( 2) 8.0" N BOLTS 0BOTTOM N ( 2) 8.0" I BOLTS 0 TOP 1. 767" 24 WINDJAMBER It WR68T ASTRAGAL ( ALUMINUM .052' WALL TYP- 8. 0" lip - T ASTRAGAL MATERIAL: C/R W6E La,.S 1 . •v .. do YELLOW CH P " A .l•'TU: .mot..' AV 1;b...J. 813. 684.3831 LO8 10 0 N. T.S. a er: TJH x x: RW WM w., 5- 2151 fn 6 _ or a JLIN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P•02 i June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Master -file. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "IX Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Uldon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 'b") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16' concrete screw with a minimum embedment on 1 '/6'. Concrete Masonry Units should have a wall thickness of 1 Y4' and a precast sill's thickness will exceed l '/A'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 '/4" must be maintained by the installer. It is up to- the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 /& Therefore, for Florida . (Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 Vz" is acceptable. The definition of a non-structural buck is based on Section 1707.4.4.2 of the Florida Building Code. 2540 3ewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 1 JLN-21-2002 09:52 MILESTONE WINDOWS 407 323 9723 AN1 t. COMM. I The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE raMorUSQ.0e@f`lor1idaextrude com Florida PE License No. 49752 Florida Extruders International, Inc_ Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61615-23.001, F.A-ice A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. nit: 2w2-m R7A-Oo9 2540 Jewett Lane, 5antord, FI. 32711-1600 • (407) 323-3300 • Fax (407) 322-3337 2 i RM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A roject Name: 2509 LMR 197- Builder: CENTEX-FOX & JACOB ddress IZl 14ILLOWBAY RIDGE STREET Permitting Office: CITY OF SANFORD. ity, State: LAKE MONROE, FL Permit Number: 1wner. CENTEX HOMES Jurisdiction Number: 691500 limate Zone: Central New construction or existing Single family or multi -family Number of units, if multi -family Number of Bedrooms Is this a worst case? Conditioned floor area (ft') Glass area &.type a. Clear - single pane b. Clear - double pane c.- Tint/other SHGC - single pane d: Tint/other SHGC - double pane Floor types ak Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. Frame, Wood, Exterior d. N/A e. N/A 0. Ceiling types a. Under Attic b. N/A c. N/A t 1. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 1 _ SEER:12.00 4 ' b. N/A Yes 2509 8' c. N/A 258. 0 ft' ` _ 13. Heating systems 0. 0 W a. Electric Heat Pump Cap: 42.0 kBtu/hr _ 0. 0 W _ HSPF: 8.50 _ 0. 0 ft' b. N/A R= 0.0, 162.0(p) ft _ c. N/A R= 11.0, 399.0ft' _ 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R= 4.1, 802.0 ft' _ EF: 0.86 R= 11.0, 310.0 W _ b. N/A R= 11.0, 1176.0 ft' c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) R= 30.0, 1741.0 ft' _ 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ- H-Multizone heating) Total as -built points: 31902 PASS Glass/Floor Area: 0.10 AS Totalbasepoints: 35706 I hereby certify that.the plans and specifications covered ar b this calculation e in' -compliance with the Florida Energy Code. PREPARED BY DATE: HI)3/ci I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENTr10 DATE: I 111 l,3l6-' Review of the plans and sT9TF specificationscoveredbythiso1HE calculation indicates compliance with the Florida Energy Code. Before construction is completed If d IIthis building will be inspected for fl compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: FUNNS DATE: MY OD WE R VIE 17 OF SA11"NEEnergyGauge® ( Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 53.47 1.00 1705.6 Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1.00 1891.2 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear . E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 6.2 16.0 53.47 0.97 . 832.9 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear E 1.0 10.2 32.0 59.31 0.99 1886.8 Single, Clear E 1.0 8.2 16.0 59.31 0.99 942.3 As -Built Total: 258.0 14025.1. WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946.4 Exterior 1978.0 1.90 3758.2 Frame, Wood, Adjacent 11.0 310.0_ 0.70 217.0 Frame, Wood, Exterior 11.0 1176.0 1.90 2234.4 Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated . 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1741.0 2.13 3708.3 Under Attic 30.0 1741.0 2.13 X 1.00 3708.3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 162.0(p) 31.8 5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p -31.90 5167.8 Raised 399.0 3.43 1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 6520.2 As -Built Total: 561.0 4449.6 INFILTRATION Area X- BSPM Points Area X SPM = Points 2509.0 14.31 35903.8 2509.0 14.31 35903.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 BASE AS -BUILT Base Points: 48834.7. Summer As -Built Points: 52710.2 lmer X System Cooling Total X Cap X Duct X System X Credit Cooling Multiplier. Points Component Ratio Multiplier Multiplier . Multiplier Points DM x. DSM x AHU) 52710.2 1.000 1.087 x 1.150 x 0.90) 0.284 1.000 16851.5 L7 0.4266. 20832.9 52710.2 1.00 1.125 0.284 1.000 16851.5 FORM 60OA-2001 WINTER CALCULATIONS Residential. Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM _ Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF,= Point 18 2509.0 5.86 2646.5 Single, Clear W 1.0 16.2 32.0. 10.74 1.00 343.6 Single, Clear W 1.0 14.2 - 10.0 10.74 1.00. 107.4 Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5 Single, Clear E 1.0 16.2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7 Single, Clear E 1.0 6.2 32.0 9.96 1.01 321.4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear E 1.0 10.2 32.0 9.96 1.00 320.0 Single, Clear E 1.0 8.2 16.0 9.96 1.00 160.1 As -Built Total: 258.0 2592.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 310.0 1.80 558.0 Concrete, Int Insul, Exterior 4.1 802.0 3.31 2650.6 Exterior 1978.0 2.00 3956.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Frame, Wood, Exterior 11.0 1176.0 2.00 2352.0 Base Total: 2288.0 4514.0 As -Built Total: 2288.0 5560.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM =. Points Under Attic 1741.0 0.64 , 1114.2 Under Attic 30.0 1741.0 0.64 X 1.00 1114.2 Base Total: 1741.0 1114.2 As -Built Total: 1741.0 1114.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab_ 162.0(p) 1.9 307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 399.0 0.20 79.8 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 387.6 As -Built Total: 561.0 1123.2 INFILTRATION Area X BWPM Points Area X WPM = Points 2509.0 0.28 702.5 2509.0 -0,28 702.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 - tM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , > > PERMIT #: i BASE AS -BUILT inter Base Points: 7358.6 Winter As -Built Points: 9862.2 tal Winter X System = Heating Total X Cap X -Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points . DM x DSM x AHU) 9862.2 1.000 1.078 x 1.160 x 0.92) 0.402 1.000 4555.7 7358.E 0.6274 4616.8 1 9862.2 1.00 1.150 0.402 1.000 4555.7 OA-2001 ATER HEATING & CODE COMPLIANCE STATUS zesidential Whole Building Performance Method A - Details Ss: , , PERMIT #: I BASE AS -BUILT SEATING of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total is Volume Bedrooms Ratio Multiplier 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Heating + Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 4617 10256 35706 16851 4556 10495 31902 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details CRESS: , , , PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST DNENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. r & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations: between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. 606.1.ABC.1.2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, s soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. sed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. tory Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. mal Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 2 OTHER PRESCRIPTIVE MEASURES must be met or exceeaea ny an resiaences. ONENTS SECTION REQUIREMENTS CHECK Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit. breaker electric or cutoff as must be provided. External or built-in heat trap required. ning Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. 3r heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 3tribution 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. Controls 607:1 Separate readily accessible manual or automatic thermostat for each system. lion 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11_ ITY. PERFORMANCE LEVEL (EPL) DISPLAY CARD KSTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. i tg New — 12. Cooling systems ily Single family — a. Central Unit Cap: 42.0 kBtu/hr amily 1 — SEER:12.00 — 4 _ b. N/A — Yes — 2509 ft' C. N/A — 258.0 ft' 13. Heating systems 0.0 ft' a. Electric Heat Pump Cap: 42.0 kBtu/lu _ ane. 0.0 ft, — HSPF: 8.50 pane 0.0 ft, b. N/A — iation R=0.0, 162.0(p) ft — C. N/A - R=11.0, 399.0ft2 — 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ EF: 0.86 or R=4.1, 802.0 ft' — R=1 1.0, 310.0 fe — b. N/A — R=11.0, 1176.0 ft' - — c. Conservation credits — HR-Heat recovery, Solar DHP-Dedicated heat pump) - R=30.0, 1741.0 fe _ 15. HVAC credits — CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, t. J: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, ' MZ-C-Multizone cooling, MZ-H-Multizone heating) s complied with the Florida Energy Efficiency Code For Building above energy saving features which will be installed (or exceeded) of SHE SrAT nspection. Otherwise, a new EPL Display Card will be completed 4,0 ornpliant features. mr, Date: O a WILLOWBAY RIDGE ST.City/FLZip: LAKE MONROE/32747 f oDWE nated energy performance score is only available through the FLARES computer program. ergy Rating. Ifyour score is 80 or.greater (or 86 for a US EPA/DOE EnergyStar'Mdesignation), r energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. e Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, fCommunity Affairs at 8501487-1824. _ EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For. CJ NTDC4=0X & JA00BS Notes: MODEL 2509 Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F . . Inside db 70 °F Inside db 75 °F 1 D 32 `F 1M 'F Daly Relative humidity 50 0/6 Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 36350 Btuh Structure 29386 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat bad 36350 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. bad 30253 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 2212 Btuh Heating Coolingg Infiltration 3946 Btuh. Area (ft2) 2509 Total latent equip. bad 7538 Btuh Volume (fP) 20072 20072 Air changes/hour 0.70 0.40 Total equipmerlt load 37791 Btuh Equiv. AVF (cfm) 234 134 Req. tofal capacity at 0.70% SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make JN ROL Make dWrROL ' Trade Trade Efficiency 7B HSPF Efficiency 120 EER Heating input Sensible cooling 29050 Btuh Heating ougxrt, 0 Btuh @ 47-F Latent cooling 12450 Btuh Heatinq temp rise 0 °F Total cooling 41500 Btuh Actual heating fan 1400 cfm Actual cooling fan 1400 cfm Heating air flow factor 0.039 cGrdBtuh Cooling air flow factor 0.048 ckn/Btuh Space thermostat Load sensible heat ratio 80 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr14glI`1tsoft Right -Suite Residential--5.5.06 RSR26014 2002-Apr-03 16:42'13 A --CA E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, 6, C, D i l Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 9 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A _ Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20072 ft3 x 0.0167 = 234 cfm 2 Winter infiltration load 1.1 x 234 cfm x 32 °F Writer TD = 8243 Btuh 3. Winter infiltration HTM 8243 Btuh 1 296 ft2 Total window = 27.8 Btutff . and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 2 Summer onfiltration bad 1.1 x 134 cfm x 18 °F SurrrrierTC = 2650 Btuh 3. Summer infiltration HTM 2650 Btuh / 296 ft2 Total window = 9.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiffi. x 134 cfm = 3946 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sung bad Sensible ventilation load 1.1 x 75 cfm vent x 18 °F SumierTD = 1485 Btuh Sensible load for structure (Line 19) + 29386 Btuh Sum of ventilation and structure loads = 30871 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 30253 Btuh 2 Latent sizing bad Latent ventilation load 0.68 x 75 cfm vent x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3946 Btuh Equipment sizing bad - latent = 7538 Bt-1h Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVrjgiltSOf`:C Right -Suite Residential'" 5.5.06 RSR26014 C% E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr RIGHT=J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 MARY, FL 32746-6206 Phone: (407) 831-2665 G L S S O N A S 0 0 W' C W 5- L 0 T H V G N H V V H H N H A W R A H L G C R R G T A A Z E M D G Z L 0 X Y T M R R FAMILY c n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 PDR NOOK/KITCHEN c n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0 c n 0 d 1 1 ° 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 LDY DINILIV/FOY c ` n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 c n 0 d 1 1 90 1.0 1.0 11.0 5.2 30A 32.0 0.0 MSTR. BR c n 0 d 1 1 90, 1.0 1.0 1.0 5.2 54.4 32.0 0.0 M.BTH/WIC BDRM2 c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0- 0.0. BDRM3 c n 0 d 1; 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BTH2 BDRM4/GAME RM c n 0 d 1 1 90 1.0 1.0 5.0 5.2 54.4 32.0 0.0 c n 0 d 1 1 90 1.0 1.0 3:0 5.2 54.4 16.0 0.0 2002-Apr-03 16:42:13fLRight -Suite Residential- 5:5.06 RSR26014 bs 2002\2509\2509.rsr Page 1 MANUAL37ih Ed 1 Nam cfroom Entire House FAMILY PDR NOOKMTCHEN 2 Lengh of eposed M 323.0 ft 54.0 ft 17.0 x 15.0 ft 4.0 ft 4.0 x 8.0 ft 34.0 ft 24.0 x 11.0 ft 3 Barn drrasFxs 4 Ceil gs Caxit Option 8.0 ft I-eWd 8.0 ft he lmdaool 8.0 ft hood 8.0 ft heaVaool TYPE OF CST HTM Area Load (IBIr h) Arm LarJ (t3i) Arm Load Load @fiJ,) DPCSURE I NO. IHtg I Cig f') Htg CIg ft) Htg Clg ft2) Htg . Cig M Htg Cig 5 Gross a 148 4. 21 968 Z7L Eased b 13C 3. 1. 328 160 0 0 wais and c 12C 2 1. 128B t 0 0 0 0 pars d e 0. a 0. o. 0 0 0 0 f 0. 0. 0 0 6 MdDA5ad a 1C 37.0 218 8057 32 1183 0 10 40 370 1478 glass doors b 8C 37. 1478 0 0 0 0 0 Hm6g c 9C 38 0 0 0 0 d e 0. 0 0 0 0 0 0 f0. 0 0 0 7 Wrdmsand North O.c 0 0 0 0 0 0 c 0 0 glass doors Coofrxd NEMW ENV Of 54. c0 m 12294 32 1741 50 2720 SE& V : 0. 0 0 0 0 0 SOIA 30 973 0 0 0 8 Olherdoors a 11A 18. 12 3E 717 484 18 340 229 0 0 0 0 0 01 b 11A 18. 12 0 0 0 0 0 0 0 0 0 0 0 c 0. 0. 0 9 Net a 14B 4. 21 802 3696 1651 240 1106 494 0 0 222 1023 457 0 eked b 13C 3. 1 310 977 363 142 447 166 32 101 0 0 0 0- 0 v, and c 12C 2 1. 117E 3397 2286 OI 0 0 0 0 0 0 0 0 pathons d 0. O. c 0. 0. 0 0 0 0 0 c 0 c0 00 0 ef 0. 0. 0 0 0 0 10 Ceilings a 16G 1.1 1. 1741 183E 2413 0 0 c c c 264 0 279 0 b Of Of c 0 0 0 D 0 0c c Of OX c c 0 0 0 0 0 0 0 0 0 p d e O. 0. 0. 0. 0 0 0 p 0 0' f 0. 0. 0 0 0 0 11 Floors : a 22A ME O-C 162 4199 0 54 1400 0 4 104 34 0 8B1 0 Note: room : b 19G 1.1 OX 399 453 0 0 c 0 0 0 0 0 Pd pI c d 0. I0. 0. 0. 0 0 0 0 0 0 0 0 0 0 0 for slab e 0. 0. O 0 0 00 p wars) f 0 0. 12 Infiltration a 27. 9. 2961 8243 235o 50 1392 448 0 50 1392 448 13 Su l +8_+11+12 3?016 59M 542i 0Less aderrral hmfig 0 0 Less transfer 0 14 Duct Healing 10° 337 10/ 587 10/tirbubm10°/ 542 15 Total loss =13+14 36350 16455 5B 16 Int gains: People @ 300 1800 4 - 129D 0 C 0 1 120C 17 1290 blot RSH gi-7+&+12@16 1800 26714 4278 0 . » 5191 Less eternal cooing 0 0 ' » 0 0 LesstransferansCoding redistribution 10 AM 0 1(?/ 425 1R/ 10°/ L Duct gain RSH gavw-(17+18)-PLF 1.00 29396 10D 4706 1pp 41 100 ZToW 2305710 Air required (dm) 2 1400 1400 249 224 9 r RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IWVVIYiL.f. /n t a 1 Narne of morn lDY DIMJWFOY MSTR BR MBTFWVIC 2 LenghofexposedM 6.0 ft 64.0 ft 40.0 ft 30.0 ft 3 Room cimensors 16.0 x 6.0 ft 19.0 x 22.0 ft 21.0 x 19.0 ft 13.0 x 16.0 ft 4 Ceiings CondR Option 8.0 heaftd 8.0 ft heakod 8.0 fl heat/mol 8.0 ft heaVood TYPE OF CST HTM Arm Load (Btrh) Area Load W) Arm LodW) Area Load W) E) PCSLW-- NO. Htg Clg ft') Htg Clg ft Htg Clg ft Htg Clg ft) Htg Clg 5 Gross a 14B 4. 21 376 0 0 E - ed b 13C 3 1 136 0 Ovals and c 12C 2 1. 0 m 240 e 0. 0. 0 0 If0. 0. 0 0 6 Wrd3Asard a 1C 37. 64 23a 1183 0 0 glass doors b 8C 37. 0 0 0 0 Hea" c 9C 38. 0 0 0 d0. 0 0 0 e 0. 0 0 0 0 f 0 0 0 0 7 Wrdxs and North 0. 0 0 0 0 glass doors NENW 0. 0 0 0 0 Cooing EW 54. 0 32 1741 32 1741 0 0 SESW 0. 0 0 0 0 0 South 30. 0 32 973 0 0 Horz 0. 0 0 0 0"' 0 0 8 Otherdoors a 11A 18. 12 0 0 20 378 255 0 0 0 b 11A 18. 12 0 0 0 0 0 C 0. 0. 0 0 0 0 9 Net a 14B 4. 21 221 99 292 1346 601 0 0 0 eposed b 13C 3 1 0 136 42B 159 0 0 Ovals and c 12C 2 1. 0 0 0 288 240 691 467 partitions d 0. 0. 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 If 0. 0. 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1. 1. 0 0 0 399 421 298 220 28B b 0. 0. 0 0 0 0 0 0 o 0 0 0 0 dIo: o: 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0. 155 0 64 16 9 0 0 0 Note: room b 19G 1. 0. 0 0 0 399 453 0 0 0 sdTpl. d 0. 0. 0 0 0 0 0 0 0 Ax slab a 0. 0. 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 0 12 Infiltration a 27. 9. 0 84 2339 m 891 286 0- 0 13 Subbtal+8_+11+12 377 8515 3713 911 Less exlorr>al heating 0 0 Less tarsier 0 0 10°/ 0 14 10° 10/ 111/ 91 15 Total loss =13+14 414 9367 4156 1002 16 Int. gains: PegJe @ 300 0 1 300 1 0 1270 1 8J0 0 0 0 0 17 S blot RSH r 7+8.+12@6 0 4781 Lass ex and cool og 0 0 LESS transfer 0 0 0 18 Dud gain 70 10'/ 478 10'/ 10% 19 Trial RSH -(17+18)'PL.F 1.00 769 1.00 1.00 1.00 2Lr Air required (ctn) 16 37 361 251 160 1 344 PdrTtoLrt certified by ACCA to meet all requiremerTls of Manual J 7th Ed. wrrfgt tsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 E:\ Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 2 TIGHT-J WORKSHEET Mire House EL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 CRY FL 32746-6206 Phone: (407) 831-2665 BDRW BDRW BTHQ BDF&i4 NV E FM 15.0 ft 28.0 ft 6.0 ft 420 ft 15.0x 17.0ft 13.0x 15.0ft 16.0x 6.0ft 18.0 x 18.0ft 8.0 h.ol 0 ft h9lOool 8.0 ft h9agaool 8.0 ft i hedbool fTM Area Load @kh) Area Load W) ad (Bhh) Area Bd ) Cjg Htg 09 Htg C ftAme ) C HLotegd C 1 0 0 0 1. 120 24 3w 0 0 11 16 c 0""' 48 1774 0 0 0 0 0 0- 0 0 0 0.» 0 0 0 00 0 0. 0 0 0 c 0 54. 1 870 16 870 0 48 0. 0 0 0 0 0 30. 0 0 0 0 0 0. 0 0 0 12 0 0 0 0 0 01 12- 0 0 0 0 0 0 0 i o. o 0 0 0 I. 21_ 0 0 0 0 0 0 S 1. 0. 0 0 0 0 0 1. 104I 309 202 208 599 404 48 1 288 0. 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 1. 0. 0 0 0 0 0 0 I.1 1. 2 269 353 195 296 270 96 101 133 324 342 449 0. 0 0 0 0 0 0 0 0 0 0.a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 1. 0. 0 0 0 0 0 0. 0 0 0 0 0 0 0 i. - 0. 0 0 0 0 0 0 0 1. 0. 0 0 0 0 0 0 0. 0 0 0 0 0 0. 0 0 0 0 0 0 o. 0 0 0 0 0 0 0 0 o. 0 0 0 0 0 0 7. 9. 1 446 143 16 446 143 0 48 1337 1 1842 2 4 0 c.. 0 10° 161 1M, 184 1RX 2 10 % 428 1766 M26 264 4711 300 0 0 0 0 "" 0 1200 C 0 0 0 0 1589 1688 226 405C 0 0 0 0 10 157 19/1 169 10/ z 101/ 100 1M 1.00 1857 100 1.00 4455 82 88 1 1 181 21 Universal Forest Products Shoffner LLC Re: 53914355 Centex Homes Orlando 2509 A & B Floor The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53914355 FT1 53914355 FT2 53914355 FT3 53914355 FT4 53914355 FT5 53914355 FT6 53914355 FT7 53914355 FG7 53914355 FT8 53914355 FT9 53914355 FT10 53914355 FT11 53914355 FT12 53914355 FT6A Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 11 /17/2003 John Presley License'# .SASOL The seal on this -drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 1'ax: (336) 476-9146 I Job Truss - Truss Type Oly Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 53914355 FTl Job Reference (optional) Universal Forest Products,,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30.2003 MiTek Industries, Inc. Tue Aug 05 12:52:16 2003 Page 1 Scale - 1:32. G 3x6 TL20 FP = A B C D E F G H I J K L M N O P Q R 1 1 1 1 i 1 1 1 1 1 1 1 1 3x6 TL20 FP= - 20-10-8 -- - 20-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFBC2001ITP12002 Matrix) Weight: 91 lb LUMBER - BRACING TOP CHORD 4.X 2 SYP No.2. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 ' end verticals. WEBS 4 X2 SYP No:3' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=53/20-10-8, S=27/20-10-8, AI=146/20-10-8, AH=147/20-10-8, AG=145/20-10-8, AE=144/20-10-8, AD=147/20-10-8, AC=147/20-10-8, AB=147/20-10-8, AA=147/20-10-8, Z=147/20-10-8, Y=147/20-10-8, X=1.47/20-10-8, W=147/20-10-8, V=145/20-10-8, U=152/20-10-8, T=118/20-10-8 Max Horz AJ=3(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=48, A-AL=-48, S-AM=-22, AM-AN=-22, R-AN=-22, A-B=-3, B-C=-3, C-D=-3, D-E=3, E-F=-3, F-G= 3, G-H=3, H-1=-3, 1-J=-3, J-K=-3, K-L=-3, L-M=-3, M-N=-3,'N-O=-3, 0-..P=-3, P-Q= 3, Q-R=-3 BOT CHORD AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=3, AD-AE=3, AC-AD=3, AB-AC=3, AA-AB=3, Z-AA=3, Y-Z=3, X-Y=3, W-X=3, V-W=3, U-V=3, T-U=3, S-T=3 WEBS B-AI=-133, C=AH=-134, D-AG=-133, E-AE=-133, F-AD=-133, G-AC=-133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-133, N-W=-134, O-V=-1.32, P-U=-138, Q-T=-110 NOTES (7) 1) All plates are 1.5x3.TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shalt 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT1 Job Truss Truss Type Qty Ply Centex-0rla ndol2509 A&B2nd/jsk/8-5-3 1-3-0 - 9 g. 1_4_e 0-1-8 rr- H Scale - 1:35. 5x4 TL20= - 1.5x3 TL20= - - - - ' 5x4 TL20= 1.5x3 TL20= , .5x4 TL20= - 3x6 TL20 FP= 1.5x3 TL20 11 -3x6 TL20 1.5x3 TL20= A B C D E F G H I J K Y \ Z X V U T S R _Q p O N M 5x5 TL20= '5x4 TL20= _ 1.5x3 TL2011 3910 Mill8H FP= 3x6 TL20= 5x5 TL20= 9-1-e 1-6-0 4-0-0 6-6-0 9-0-0 , 10-7-8 11-10-8 , 14-4-8 16-10-8 1:9-4-8 20-10-8 , 20-10-8 Plate Offsets XY : A:Ed a 0-1-8 K:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft L!d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.38 Q-R >642 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.60 Q-R >412 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.09 L n/a n/a BCDL 5.0, CodeFBC2001/TPl2002 (Matrix) Weight: .1'07lb' LUMBER BRACING TOP CHORD 4 X 2 SYP No:2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except BOT CHORD 4 X 2 SYP No.1 D end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) W=1131/0.8-0, L=1125/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD W-X=-1124, X-Y=-1124, A-Y=-1124, L-Z=-1119, K-Z=-1118, A-B=-1108, B-C=-2887, C-D=-4048, D-E=-4048, E-F= 4769, F-G=-4769, G-H=-4679, H-I=-4085, . J=-2919, J-K=-1160 BOT CHORD V-W=O, U-V=21.44, T-U=3597, S=T=4494, R-S=4769, Q-R=4769, P-Q=4527, 0-P=4527, N-0=3622, M-N=2189, L-M=58 WEBS K-M=1498, A-V=1505, J-M=-1431 B-V=-1442, J-N=1016, B-U=1033, I-N=-977, C-U=-988, 1-0=644, C-T=627, H-O=-615, E-T=-620, H-Q=2.11, E-S=374, G-Q=-123, F-S=-164, G-R=-81 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) 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 responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references toJob names and locations are for administrative purposes only and are not part of the review orF certification of the truss designer. LOAD CASE(S) Standard p Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:.53914355 Contractor/Job: 2509 A & B FLR Date Req 08/04/2003 Draw No:53914355FT2 Job Truss Truss Type Oly Ply Centex-Orlando/2509 A02nd/jsk/8-5-3 53914355 FT3 FLOOR P i? r•,: 1 1 M Job Reference (optional) Universal Forest, Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100-s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:20 2003 Pagel Scale =1:20. A 8 C D E F G H I J K 1 TI T 1 12-10-0 12-10-0 LOADING (psf) SPACING 2-0-0 CSI _ DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1'00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a n/a BCDL 5.0 CodeFBC200l/TPI2002 Matrix) Weight::57lb LUMBER' .. BRACING TOP CHORD 4 X 2 SYP No:2 TORCHORD Structural wood sheathing directly applied or 6:0-0 oc purlins, ezcep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No:3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) V=53/12-10-0, L=24/12-10-0,' U=146/12-10-0, T=147/12-10-0, S=147/12-10-0, R=147/12-10-0, Q=147/12-10-0, P=147/12-10-0, 0=145/12-10-0, N=152/12-10-0, M=116/12-10-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-48, W-X=-48, A-X=-48, L-Y=-19, Y-Z=-19, K-Z- 1.9, A7B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G==3, G-H=-3, H-t=-3, I-J=-3, J-K=-3 BOT CHORD U-V=3, T-U=3, S-T=3, R-S=3, Q-R=3, P-Q=3, O-P=3, N-0=3, M-N=3, L-M=3 WEBS B-U=-133, C-T=-134, D-S=-133, E-R=-133, F-Q--133, G-P= 1.34, H-O=-132, 1-N=-138, J-M=-108 NOTES (7) 1) All plates are 1.5x3 TL20 unlessotherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means: 7) 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 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 - i " 1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B FLR Date Req-08/04/2003 Draw No:53914355FT3 Z A Job Truss Truss Type Oty Ply Centex-Orlando/2509A&B2nd/jsk/8-5-3 53914355 FT4 FLOOR Job Reference (oplional) Universal Forest ProductS,Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003.MiTek Industries, Inc. Tue 05 12:52:21 2003 Pa a .1yAugg Scale a 1:10. A 6 C D E F 6-11-0 6-11-0 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES CodeFBC2001fTP12002 CSI TC 0.07 BC 0.02 WB 0.03 Matrix) DEFL in (loc) I/dell Ud Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) 0.00 G n/a n/a PLATES GRIP TL20 245/193 Weight:32lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) L=59/6-11-0, G=70/6-11-0, K=139/6-11-0, J=150/6-11-0, 1=143/6-11,0, H=160/6-11-0 FORCES (lb) - First Load Case Only TOP CHORD L-M=-51, M-N=-51, A-N=-51, G-O=-63, O-P— 63, F-P=-63, A-B=-8, B-C=-8, C-D=-8, D-E=-8, E-F=-8 BOT CHORD K-L=8, J-K=8, 1-J=8, H-1=8, G-H=8 WEBS B-K=-129, C-J=-135, D-I=-130, E-H=-146 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). - 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or. restrained by other means. 7) 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 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:foradministrative purposes only and are not part of the review.or . certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355. Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT4 Job Truss Truss Type of . Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 gERMs; inN53914355FT5FL,QOR-- ., + 1 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries; Inc. Tue Aug 05 12:52:21 2003 Pagel H8F -81-3-0I Di 110 0-1-8 Scale= 1:32.9 5x4 TL20= 5x4 TL20= 1. 5x3 TL20= - 1.5x3 TL2011 - -" -1:5x3 TL20= 1. 50 TL20- 3x4 TL20= 3x6 TL20 FP= 1.50 TL20 11 - 3x4 TL20= . '1.50 TL20= - A 8 C D E F G H I J K x 1 .Z w P2 r. Y . U T S R Q P 0 N M 5x5TL20= 3x4 TL20= 3x10 M1118H FP= 5x5TL20= 3x4 TL20=. - - L 9-1-8 i 1- 6-0 4-0-0 6-6-0 9-0-0 10-2-0 ., 12-8-0 15-2-0 17-8 0 19-2-0 , 19- 2-0 Plate Offsets X Y : A:Ed e 0-1-8 K:0-1-8 Edge] LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.27 Q-R >827 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC . 0.88 Vert(TL) -0.43 Q-R >530 240 TL20 245/193 BCLL . 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.08 L n/a n/a . BCDL 5.0 CodeFBC2001fTP12002 Matrix) Weight: 99lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. REACTIONS ( lb/size) L=1034/0-8-0, V=1034/0-8-0 FORCES ( lb) - First Load Case Only TOP CHORD V-W=-1027, W-X=-1027, A-X=-1027, L-Y=-1027, Y-Z=-1027, K-Z=-1027, A-B=-1003, B-C_-2578, C-D_ 3550, D-E=-3550, E-F=-3998, F-G=-3998, G-H=-3998 H- I=-3550, I-J=-2578, J-K=-1003 BOT CHORD U-V=O, T-U=1938, S-T=3192, R-S=3882, Q-R=3998, P-Q=3882, O-P=3192, N-0=3192, M-N=1938, L-M=O WEBS K-M=1364, A-U=1364, J-M==1300, B-U=-1300, J-N=890, B-T=890, I-N=-854, C-T=-854, I-P=498, C-S=498, H-P=-461, E-S=-461, H-0=158, E-13=158, F- R=-90, G-Q=-90 NOTES ( 6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their.outerends or restrained by other means. 6) 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.1 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 6 o Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT5 Job Truss Truss Type Oty Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 53914355 FT6 FLOOR M,.k 3 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 M1Tek Industries, Inc. Tue Aug 05 12:52:22,2003 Page 1 9 1-8-I 170-0 0_H_8Scale m 1:33. 5x4 TL20= 5x4 TL20= - -- 1.5x3 TL2011 - - - 1.50 TL20= _ 1.50 TL20= 3x4TL20= 3x6 TL20 FP= 1.5x3 TL20 [I 3x4 TL20= - 1 ,5x3 TL20= A B C D E F Q H 79 1 J K W Y X u T S R Q P O N M 5x5 TL20= 3x4 TL20= 3x10 M1118H FP= - 5x5 TL20= 1.5x3 TL2b I I - 3x4 TL20= - 918 1- 6-0 4-0-0 6-6-0 9-0-0 10-3-0 , 12-9-0 15.3-0 17-9-0 19-3-0 19- 3-0 Plate Offsets X Y : A`.Ed e 0.1-8 K:0-1-8 Ed e LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.28 R >809 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.44 R >518 240, TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.08 L n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 Matrix) " Weight: 100lb LUMBER BRACING - TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, .except BOT CHORD 4 X 2 SYP No.2 end.verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) L=1042/0-8-0, V=1035/0-3-8 FORCES ( lb) - First Load Case Only TOP CHORD V-W=-1030, A-W=-1029, L-X=-1035, X-Y=-1035, K-Y=-1035, A-B=-1058, 8-C=-2635, C-D=-3610, D-E=-3610, E-F=4059, F-G=-4059, G-H- 4059, H4=-3592, I- J=-2603, J-K=-1012 BOT CHORD U-V=53, T-U=1994, S-T=3250, R-S=3942, Q-R=4059, P-Q=3932, O-P=3225, N-0=3225, M7N=1955, L-M=0 WEBS K-M=1375, A-U=1366, J-M=-1312, 8-U=-1302, J-N=902, B-T=891, 1-N=-865, C-T=-856, I-P=509, C-S=500, H-P=-473, E-S=-462, H-0=173, E-11=159, F- R=-92, G-Q=-99 NOTES ( 7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss. requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails.: Strongbacks to be attached to walls at their outer ends or restrained by other means. , 6) CAUTION, Do not erect truss backwards. 7) 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B FLR Date.,Req:08/04/2003 Draw No:53914355FT6 Job Truss _ Truss Type -- ype Ol - y Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 53914355 FT7 FL Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 sMay 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:23 2003 Page 1NT 1-3-8 0 i -8 Scale =1:27, 5x4 TL20= 5x4 TL20 .1.5x3 TL20— 1.5x3 TL20= 1.5x3 TL20 11 _ 1.5x3 TL20= A 8 O D E F Q- H RIvi T s P O N M l- K J 5x4 TL20= - 1.5x3 TL20.11 - -- - - - 5x4 TL20= `1.5x3 TL20 11 - 6-7-8 1 6 0 4-0-0 6=6-0 8-0-8 R 3-8 11-9-8 14-3-8 15-9-8 1598 Plate Offsets X Y : A:Edge,0-1-8], [H:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) . I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.15 L-M >999 360 TL20 245/193 TCDL _ 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.23 L-M >820 _ 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 1 n/a n/a BCDL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 82lb - LUMBER BRACING TOP CHORD 4.X 2 SYP N6.2 TOP CHORD - .Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied'or 10-0-0 oc'bracing- REACTIONS (lb/size) Q=845/0-3-8, 1=851/0-8-0 FORCES (lb) -First Load Case Only TOP CHORD Q-R=-842, A-R=-841, I-S=-846, S-T=-846, H-T==846, A-B=-847, B-C=-2014, C-D=-2699, D-E=-2699, E-F=-2597, F-G=-2007, G-H=-806 BOT CHORD P-Q=43, 0-P=1585, N-0=2435, M-N=2699, L-M=2699, K-L=2440, J-K=1551, I-J=0 WEBS H-J=1095, A-P=1092,. G-J— 1037, B-P=-1027, G-K=634, B-0=597, F-K=-603, C-O=-585, F-L=218, C-N=358, E-L=-138, D-N=. 162, E-M=-71 NOTES (6) 1) Unbalanced floor.live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastenedto each truss with 316d.nails. Strongbacks to be attached to walls at their outer ends or restrained by other:means. 5) CAUTION, Do not erect truss backwards. 6) Truss shall be fabricated perANSI/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 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: 11 U45 customer Name: UhN I EX HUM 1:5 UKLANUU 5nop No: 5;3y14•;J5b Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT7 Job Truss Truss Type Oty Ply iCentexOrlando/2509 A&B2nd/'sW8-5-3 53914355 F07 FLAT y 1 1 JobReference (optional) Universal Forest Products,lnc., Burlington, NO 27215, Jeff Kerr 5.100 s May 30 2003 MiTek industries, Inc. Tue Aug 05 13:58:32.2003 Page 1 0'0 1=9-12 4-10-4 7-10-12 10-11-4 13-11-12 15-8-0 1-8 " 0-1-8 1-8-4 3-0-8 3-0-8 3-0-8 3-0-8 1-8-4 0-1-8 Scale 1 27. 3 20 TL2011 .5x10 TL20= 3x4 TL20= 3x4 TL20= 3x4 TL20= 500 TL20= 2x5 TL2011 A B C D E F i3 Ell L K J 1 5x5 TL20= 500 TL20= 5x4 TL20= 5x4 TL20=. 500 TL20=. - 50 TL20= 3-4-0 6-4-8 9-5-0 12-5,8 15-9-8 3-4-0 3-0-8 3-0-8 3-0-8 3-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94. Vert(LE) -0.35 J-K >525 240 TL20 245/193 - TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.55 J-K >335 180 .. BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) -0.07 H n/a n/a BCDL 5.0 Code IBC2000/fP12002 Matrix) Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 1-4-1 ocpurlins, except BOT CHORD 2 X 6 SYP SS end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) M=2015/0-3-8, H=2015/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-M=-161, A-B=-338, B-C=-4999, C-D=-7403, D-E=-7403, E-F=-4999, F-G=-338, G-H=-161 BOT CHORD L-M=2903, K-L=6453, J-K=7628, I-J=6453, H-I=2903 WEBS B-M=-2959, B-L=2477, C-L=-1718, C-K=1124, D-K=-266, D-J=-266, E-J=1124, E-1=-1718, F-I=2477, F-H=72959 NOTES (4) 1) Provide adequate drainage to prevent water ponding. 2) This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) 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 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 1) Regular:.Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: H-M=-160.0, A-G=-100.0 I i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FG7 u0D l russ Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/8-53 53914355 FT8 FLOOR 8 1 Job Reference: (optional) 0,35,wim, Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:24 2003 Page 1 1-3-0 01 ilr8 1 A-10-44 0uu3 0' Sdale m .1:36.1 5x4 TL20= - .. ... 1.5x3 T120= - .. . 1.5x3 TL2011 1.5x3 TL20= 3x6 TL20 FP- 3x4 TL20- " 5x8 TL20= 1.5x3 TL2011. 3z6 TL20= A B C DE F O H I J K L A LNZ AAY x w -V U T " .S R. O N M 2x3 TL20 11 5x4 TL20= - 1.5x3 TL20 I I. 3x6 TL20 FP= - "3x4 TL20= 1. 5x3 TL2011 3x4 TL20= 5x5 TL20= - 7. 10-8 I 1 16- 8-12 i 1-6-0 4-0-0 6-6-0 7-9-0 9-1-4 10-4-4 12-10-4 15-4-4 16-8-12 18.1-4 . 19-2-8 20-8-8 20- 8-8 Plate Offsets X A:Ed a 0-1-8 0:0-1-8 Ed e LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.14 V >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1..00 BC 0.81 Vert(TL) -0.22 V-W >888 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) -0.04 P n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 Matrix) Weight: 111 lb LLUMBER BRACING - TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, "excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,, Except: 6- 0-0 oc bracing: P-Q,O-P,N-0. REACTIONS ( lb/size) Z=824/0-8-0, M=-157/Mechanical, P=1677/0-3-8 Max UpliftM=-309(load case 2) Max GravZ=827(load case 7), M=109(load case3), P=1577(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD Z-AA=-818, AA-AB=-818, A-AB=-818, L-M=229, A-B=-776, B-C=-1920, C-D=-2452, D-E=-2452, E-F- 2531, F-G=721'93, G-H=-1314, H-I=158, t-J=418, J- K=418, K-L=418 BOT CHORD Y-Z=O, X-Y=1493, W-X=2324, V-W=2531, U-V=2531, T-U=2531, S-T=1881, R-S=717, Q-R=717, P-Q=-1156, O-P=-1156,'N-0=-418, M-N=O WEBS I-P=-1649, A-Y=1054, I-Q-1329, B=Y= 997, H-Q=-1218, B-X=594, H=S=830, C-X=-562, G-S=-789, C-W=178, G-T=434, E-W=-107, F-T=-459, E-V=-68, F- U=88, L-N=-546, 1-0=965, J-0=-339, K-N=105 NOTES ( 7-8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint M. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails.-Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. - 7) Truss shall be fabricated per ANSIlTPI 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." 8) Right end may be attached to 2x6 SO.Pme or larger BC of one or more ply girder truss with Simpson LUS46 or eq. Follow Simpson instructions for installation. LOAD CASES) Standard r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:5391.4355FT8 Job Truss Truss Type QtV Ply Centex-Orlando/2509A&B2nd/Isk/8-5-3 53914355 FT9 FLOOR, 1z 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:25 2003 Page i Scale 1:33. SS 3x6 TL20 FP= 34 TL2011 " A B C D -E F G H I J K L M N O P Q R i 1 Ell Ell -Ell Ell Ell Ell E 1 1 1 11 A 3x6 TL20 FP- 3x3 TL2011 20-6-8 20-6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 TL20 .245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) - n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 . CodeFBC2001 /TP 12002 Matrix) - Weight: 91 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,' except BOT CHORD 4 X 2 SYPNo:2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (Iblsize) AJ=53/20-6-8, S=6/20-6-8, AI=146/20-6-8, AH=148/20-6-8, AG=144/20-6-8, AE=145/20-6-8, AD=147/20-6-8, AC=147/20-.6-8, AB=147/20-6-8, AA=147/20-6-8, Z=147/20-6-8, Y=147/20-6-8, X=147/20-6-8,' W=147/20-6-8, V=145/20-6-8, U=153/20-6-8, T=108/20-6-8 Max HorzAJ=4(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-48, A-AL=-48, R-S=-1, A-B=-4, B-C=-4, C-D=-4, D-E=-4, E-F=-4, F-G=-4, G-H=-4, H-I=-4, I-J=-4, J-K=-4, K•L=4, L-M=-4, M-N=-4, N-0=-4, 07P=-4, P-Q---4, Q-R=-4 BOT CHORD AI-AJ=O, AH-AI=O, A&AH=O, AF-AG=O, AE-AF=4, AD-AE=4, AC-AD=4, AB-AC--4, AA-AB=4, Z-AA=4, Y-Z=4, X-Y=4, W-X=4, V-W=4, U-V=4, T-U=4, S-T=4 WEBS B-Al=-132, C-AH=-134, D-AG=-133, E-AE=-133, F-AD= 133, G-AC= 133, H-AB=-133, 1-AA=-133, J-Z=-133, K-Y=-133,'M-X=-1'33, N-W=-134, O-V=-132, .. P-U=-138, Q-T=-103 NOTES (8-9). 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc.and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 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 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. 9) THA422: Right end maybe attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson'THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer 'No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT9 1Job Truss Truss Type Gly Ply Centex-Orlando/2509 A02nd/jsk/8-5-3 53914355 FT10 FLOOR.i -'f5Ire:. ' 1 1 Job Reference (optional) Universal Forest Products;l'nc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:17 2003 Pagel w x v T S R :O P O N M L. 5x5 TL20= 3x4 T1.20= 3x6 TL20 FP= 1.50 TL2011 - 3x4 TL20- 5x5 TL20= 7-10-8 1-6; 0:, 4-0-0 6-6-0 7-9-0 r 9-0-0 , 11-6-0 „ 14-0-0 16-6-0 18-0-0 Plate Offsets X Y A:Ed e 0-1-8 J:0-1-8 Edge] LOADING.(psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft Ud PLATES GRIP . TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.22 O >968 360 TL20 . .. 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.82 Vert(TL) -0.35 N-O >613 240 BCLL 6.0 Rep Stress Incr. YES WB 0.46 HOrz(TL) 0.07 K n/a n/a BCDL 5.0 CodeFBC2001/TP12002(Matrix) Weight: 94lb . LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. . WEBS 4 X 2 SYP No.3 BOT CHORD - Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) U=973/0-8-0, K=967/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD U-V=-967, V-W=-967, A-W=-967, K-X=-962, J-X=-960, A-B=-937, B-C=-2388, C-D=-3232, D-E=-3531,'E-F=-3531, F-G=-3251, G-H 2415, H-1=-2415, J=-980 BOT CHORD T-U==O, S-T=1810, R-S=2937, Q-R=2937, P=Q-3531, O-P=3531, N-0=3511, M-N=2959, L-M=1845, K-L=50 WEBS J-L=1265, A-T=1274, I-L=-1203, B-T=-1214, I-M=792, B-S=803, G-M=-758, C-S=-764, G-N=405, C-Q=-411, F-N=-361, D-Q---406, F-0=28, D-P=31., E-0=-18 NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls.at their outer ends or restrained by other means. 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 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 i certification of the truss designer. LOAD CASE(S) Standard I l Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B 'FLR Date Req:08/04/2003 Draw No:53914355FT10 Job . Truss Truss Type Qty Ply Centex-Orlandc/2509 A&B2nd/jsk/8-5-3 53914355 FT11 FLOOR eH z11. 1 Job Reference (optional Universal Forest Products,Inc., Burlington,NC 27215, Jeff Kerr 5.100 s'May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:17 2003 Page i ; 0_.1-8 4-H 8 1-3-0 098I 09.1 Scale = 1.:29., 5x4 TL20= _ 1.5x3 TL20= _ . 1.50 TL20= 1.5x3 TL20=: - 3x6 TL20 FP= 1.5x3 TU201I - -5x7 TL20= - -1.5x3 TL20= Ti .' A B C p E F G H 1 J X 3 w 1 Z- Pi U T S R Q P 0 N L. K.• 20 TL2011 5x4 TL2o= - 1.5x3 TL2011 - 3x6 TL20 FP = 50 TL20= ' - 15x3 TL20.11 7-10-8 1 11-12 r 1-6-0 4-0-0 6-6-0 1 7-9-0 1 8=9-8 - 11-3-8 13-9-8 1 15-2-0 16-1-2 17-1-12 17-1-12 Plate Offsets X Y : ; A:Ed e 0-1-8 LOADING (psf) SPACING . 2-0-0 CSI DEFL in ;(loc) I/deft -Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 R-S >999 360 TL20 245/193 TCDL 10.0 Lumber Increase, 1.00 BC 0.72 Vert(TL) -0.19 R-S >944 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 M n/a n/a BCDL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 93lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc.purlins, except BOT CHORD 4 X 2 SYP No.2 end -verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing; Except: 6-0-0 oc bracing: M-N;L-M. REACTIONS (lb/size) V=812/0-8-0, M=1033/0-3-8 Max GravV=821(load case 2), M=1033(load.case 1) FORCES (lb) - First.Load Case Only TOP CHORD V-W=-807, W-X=-807, A-X=-807, K-Y=7, Y-Z=7 J-Z=7, A-B=-763, B-C=-1883, C-D=-2393, D-E=-2393, E-F=-2457,'F-G=-2457, G-H= 1817, H-t=-695, I-J=49 BOT CHORD U-V=-O, T-U=1468, S-T=2275, R-S=2457, Q-R=2457, P-Q=2227, O-P=1395, N-0=1395, M-N=-90, L-M=-97, K-L=0 WEBS I-M=-1004, A-U=1037, 1-N=1047, B-U=-981, H-N=-974, B-T=577,.H-P=588, C-T==545,G-P=-570, C-S=164, G-Q=313, E-S=-87, E-R=-90, F-0--117, I-L=79, J-L=-84 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is not designed to be used as a floor truss. 3) All plates are 3x3 TL20 unless otherwise indicated: 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or. restrained by other means: 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unlessotherwise 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 I i I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53.914355FT11 i F ' ' Jot Truss Truss Type Oty Ply , lCentex-Orlando/2509A&62ncilsk/8-5-3 53914355 FT12 FLOOR F: h qX! 17 1 1170 job Reference (optional) Universal Forest.Products,inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:18 2003 Page 1 Scale - 1:27.8 US TL20 FP= T1 . 0 AE 1T1 Ell ET1 Ell ETI Ti 11 Ell Ell 3x 3 TL20 3x6 TL20 FP= 1-6-0 4-0-0 6-6-0 7-9-0 8-9-8 11-3-8 13-9-8 15r2-0 16-1-2, 17-1-12 17-1-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/def] Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 TL20 245/193. TCDL 10.0 Lumber.Increase '1.00 BC 0.01 Vert(TL) n/a n/a. 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a n/a BCDL :5.0 CodeFBC2001/T.PI2002 Matrix) Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) P=46/17-1-12,AD=53/17-1-12,AC=147/17-1-12,AB=147/17-1-12,AA=147/17-1-12,Z=147/17-1-12,Y=144/17-1-12,W=146/17-1-12,V=147/17-,1-12 U=1 47/17-1-12, T=1 47/17-1-12, S=1 46/17-1-12, R=151/17-1-12, 0--129/17-1-12 Max Horz AD=6(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD AD-AE=-48, A-AE=-48, P-AF=-40, AF-AG=-40, O-AG=-40, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=46, F-G=-6. G-H=-Q, H-I=-6,.I-J=-6, J-K=-6, K-L=-6, L-M=-6, M= N=-6, N-O=-6 BOTCHORD AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=,O, X-Y=O, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6, R-S=6, Q-R=6, P-Q=6 WEBS B-AC=-133, C-AB=-134, D-AA=-133, E-Z=-133, F-Y=-133, H-W=-133, I-V=-133, J-U---133, K-T=-134, LIS=-133, M-R=-137, N-Q---120 NOTES ( 8) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss.requires plate inspection per the Tooth Count Method when this truss is chosen.for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls.at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 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 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 partrof the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT1 2. Job Truss Truss Type, Oly. Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 53914355 FT6A FLOOR 'W" , 14> y .. . m4 rih i 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52222003 .Page 1 A - 6 30 TL20= -. - - C - - y 1-7-8 C T1 scale.- 1:7. F G w1 W1 4 a. 6L1 BL1 All X1 3-6-0 9 0 390 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a - n/a 999 TL20 245/.193 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.03 D-E >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a n/a BCDL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 23lb LUMBER BRACING TOP CHORD 4 X 2'SYP No.2 TOP'CHORD Structural wood sheathing directly applied or 3-9-0 oc.purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10=0-0 oc bracing. REACTIONS (lb/size) E=186/0-3-8, D=186/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD E-F=-64, A-F=-64, D-G=-64, C-G=-64, A-B=-3, B-C=-3 BOT.CHORD D-E=155 WEBS B-E=-184, B-D=-184 NOTES (4) ; 1) All plates.are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or .... restrained by other means. 4) 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 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 partof the review or . certification of the truss designer. LOAD CASE(S) Standard i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B .FLR Date Req:08/04/2003 Draw No:53914355FT6A, Universal Forest Products Shoffner LLC Re: 53906901 Centex Homes Orlando 2509 A Roof The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906901 G E18 53906901 CJ3 53906901 GE15 53906901 CJ1 53906901 T16 53906901 G17 53906901 EJ7 53906901 HJ7 53906901 H1 53906901 H2 53906901 H3 53906901 H4 53906901 H5 53906901 H6 53906901 T7 53906901 H9 53906901 H10 53906901 H11 53906901 H12 53906901 H13 53906901 H14 53906901 CJ5 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 11/17/2003 Jo M. Presley , .Lice; ise t 5886 The seal on -this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed -and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 '1'el: (336) 226-9356 F'ax: (336) 476-9146 Job Y Truss Truss Type Qty Ply Centex Orlando/2509-Afjsk/4 53906901 GE18 ROOF7RU" 1 1 Universce (optional) al Forest?roducis,lnc., Burlington, NC 27215; Jeff Kerr. 5.000 s Feb 20 2003 MiTek Industries, Job r Inc. Wed Apr 23 1-0-0 3-6-0 1-0-0 7-0-0 3-6-0 3-6-0 5x4 = c LOADING (psf) SPACING 2-0-0 TOLL. 20.0 Plates increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES. BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP NO.2 WEBS 2 X 4 SYP No.3 19-9 i e 08:33,36 2003 Page 1 8-0-0 3x4 = 0 1-0-0 Scale a 1:14.4 : CSI TC mo DEFT- in Vert(LL) -0.00 loc) I/dell PLATES GRIP F BC .0.08 Vert(TL) o,ol. 999 TL20 245/193 F >999 WB 0.02. Horz(TL) 0,00 D' n/a Matrix) 1st LC LL Min Well - 240 Weight: 27 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 bracing. oc f REACTIONS (Ib/size) B-333/0-8-0; De333/0-8-0 Max Horz B--52(load case 5) Max UpliftB_-153(load case 4), D_-153(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22; B-C--318, C-Dv-318, D-Es22BOTCHORD . B•F=244, D-F=244 WEBS C-FQ74 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDLa6.0psf; occupancy category II; exposure 8; enclosd;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 mechanical connection (by, others) of truss to bearing plate capable of withstanding 153 lb uplift at joint B and 153 lb uplift at joint D. 4) Truss shall. be fabricated per ANSI 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locationsare for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Custorner No: 11045 Customer:Name•--CENTEX:HOMES -,:_ORLANDO Shop No: 5._. _ Contra'tor/Job:.'2509 EL'A RF Date`Re; _,r 3 Draw No:53906901 GE18 i Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/4-19-3 901 GE15F Job Reference o tionalrsall=orest i'roducts,lnc., Burlington,.NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inca Wed Apr 23 08:33:37 2003 Page 1 1-1-0-0 , 5.1-14 9-8-0 14-2-2 19-4-0 20-4 0 1-0-0 5-1-14 4-6-2 4-6-2 5-1.14 1-0-0 Scales 1:34: 3x6 = 2x3 II H 2x3 II 24 11 I 2x3 11 5.DD 12 2x3 11 F - - J 2x3 II - 2x3 II E K 2x3 1t 2x311 o T ; T 2x3 II d T T El M T - T T T B T T 8 R N O j 0 3x5 = Z Y 2x3 11 2x3 II. 2x3 II- - 20 II 3x6 = 2x3 11 24 1) 2x3 11 2x3 11 3x5 = 2x3 11 2x3 11 I- 6-3-4 9_8_0 4-0 6- 3-4 6-3-4 34-12 9-8-0 LOADING ( psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.23 DEFL in (loc) I/deft Vert( LL) 0.04 B-Z PLATES GRIP GRIP TCDL 10.0 BCLL Lumber: Increase 1,25 BC 0.28 999 Vert( TL) -0.06 B-Z >999 T120 3 0. 0 BCDL 10,0 Rep Stress lncr .. ' YES Code FBC2001 W B 0.05 Matrix) Horz( TL) 0.00 N n/a list LC LL Min Well = 240 Weight: 100 Ib LUMBER BRACING TOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 6-0-0 oc purlins, BOTCHORD2X4SYP' No.2 BOT CHORD Rigid ceiling directly applied or'10-0-0 oc bracing. OTHERS2X4SYPNo,3 REACTIONS ( lb/size) N-212/13-0-12, B-308/0-8-0, V-160/13-0.12, W=-190/13-0-12, X=572/13-0-12, T-83/13-0-12, S=106/13-0-12, R=126/13-0-12, 0-14/13-0-12, P-295/13-0-12.. Max Horz X-111(load case 4) Max UpliftN=-90(load case 5), B--146(load case 4), V--32(load ease 4), W--190(load case 1), X--248(load case 4), S--56(load case 5), R--54(load case 5), Q=-17(load case 5), P--119(load case 5) Max GravN-212(load case 1), B-308(load case 1), V=160(load case 1), W-70(load case 4), X=572(Ioad 6), T=86(load casecase 7), S-107(load case 7), R=126(load case 1), Q=14(load case 7), P=295(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--119, C-D--57, D-E--37, E-F--116. F-G--67, G-H=-67, H-1=-66, I-J=-77, J-K--76,,K-L--69, L-M--94, M-N=-102, N-0-21 BOTCHORD , B-Z=56, Y-Z=56; X-Y-56, W•X-0, V-W-0, U-V-0, T-U-56, S-T-56, R-S=56, QaR=56, P-Q=56, N-P=56 WEG-V--72, F-W=39, E-Xi-285, D-Y=-28, C-Z=-54, I-T--52, J-S--82, K-R=-90, L-Q--23, M-P--204 NOTES ( 7): 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Truss designed for wind loads In the plane of the truss only, 4) Gable studs spaced, at 1-4-0 oc, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint N„ 146. lb uplift at joint B, 32 lb uplift at joint V. 190 lb uplift at joint W, 248 lb uplift at joint X,.56 lb uplift at joint S, 54 lb uplift at joint R, 17 lb uplift at joint Q and 119 lb uplift at joint P. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) N.' 7) Truss shall be fabricated -per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered atjointsunlessotherwisenoted. Provide bracing -where indicated and within4" of interior joints. Bracing indicated on this sheetIstoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer acceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative, purposes only and are not part of the revieworcertificationofthetrussdesigner. LOAD CASE( S) Standard i A U+ J'UUSwfrter Name:.UhNTEX HOMES ::ORLANDO Shop No: y Contractor/Job; 2509_EL A:_RF Date Refit , 3 Draw No:53906901 GEy 5 Job Truss Truss Type Oty Ply Centex-Orlando/2509-A/jsk/4-19-3 53906901 T16 1 1 I ce (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5°000 s Feb 20 2003 MiTek Industries, Job lInc. Wed Apr 23 08:33:37 2003 Page 1 1-0-0 f 6.576 9-6-0 12-10-10 19-4-01_0_0 20-4-0' ° 6-5-6 3-2-10 3-2-10 I6-5-6 1-0-0 Scale - 1:34. 5x4 = D 5x8 = 3x5 = 9-8-0 1 Plate Offsets X Y : W:0-4-.0 0-3-0 9-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFLTCLL20,0 Plates Increase TCDL 10.0 1.25 TC 0,35 in Vert(LL) 0.08 loc) I/dell PLATES GRIP B-HLumberIncrease BCLL. 0.0 Rep Stress Incr 1.25 YES BC_ 0.50 Vert(TL) -0.23 999 TL20 245/193 B-H >986 BCDL 10,0 Code FBC2001 WB 0.22 Matrix Horz(TL) 0.03 1 F= n/a st LC LL Min'I/dell 240 Weight: 81 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING . BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-4 oc purlins. WEBS 2 X 4 SYP No,3 BOT CHORD, Rigid ceiling directly applied or 10-0-0 bracing. oc REACTIONS (lb/size) F=830/0-3-8, B-830/0-3-8 Max Horz B-110(load case 4) Max UpliftF--270(load case 5), B=-270(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORDA-Ba22, B-C--1379, C-D----1072, D-E--1072, E F 1.379,.E G=22BOTCHORDB-H-1221, F-H-1221 WEBS C-H=-366, D-Hs690, E-H-366 NOTES (4) 1) Unbalanced roof live loads have been considered. for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDLe6,Opsf; BCDLm6,Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right ex osed;Lumber DOL=n plate rip DOL=1,33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint F and 270 lb uplift at joint B. 4) 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer. No:,11045!Customer Name CaENT; REeXq. H04O/IMES ORLANDO S.ho9No:Contractor/Job: 2 509.E. 3"'Draw, No:5390601T16 Job Truss Truss Type 53sos9ol G17 COMMON Universal Forest Products,lnc., Burlington, NC 27 tCHiiti[d6tiiun Qty Ply Centex- 1 3 Job Ref s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:30 2003 Page 1 7-0°12 9-8-0 12-3-4 19-4-0 20-4-0 7-0-12 2-7-4 2-7-4 7-0-12 1-0.o 5x4 = ixe = 8x6 7x6 = 3x6 II 5x7 = 7-0-12 9-8-0 12-3-4 19-4-07-0-12 2-7-4 2-7-4 i Plate Offsets (X Y); (A:0-3-6 0.0-01(F•0-0 0 0 0 01 G 0 3 6 0 0 Oj 7-0-12 I 0 0 0'0-0 o JA 3-0,0-4 41, (L:0 3 0,0-4 4j LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC. DEFL In (loc) I/defl PLATES GRIPTCDL10•p BCLL 0.0 Lumber Increase 1.25 0.42 BC 0.98 Vert(LL) 0.17 K >999 Vert(TL) -0.26 ' TL20 245/193 BCDL 10.0' Rep Stress Incr NO WB 0.85 K-L >869 Horz(TL) 0.06 GCodeFBC2001Matrix) n/a 1st LC LL Mind/de.fl = 240 LUMBER Weight: 381 lb TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed or 5-7-11 oc purlins. WEBS 2 X 4 SYP No.3 BO f CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) A=7819/0-3-8, G=5556/0-3-8 Max HorZAQ-126(load case 5) Max. UpliftA--2536(load case 5), G.--1695(load case 5) FORCES (lb).- First Load Case OnlyTOPCHORDA-B-15883, B.-0.-13343, C-D-10827, D-Ea-10823, E-F."-13530, F-G=-13257, G-H=29BOTCHORDA-M=14702, L-M=14702, K-L=12296, J-K=12462, I-J=12249,.G 1a12249WEBS C-L-3367, D-K-7962, E-J-3643, C-K--3380, E-Ka-3624, B-M_1928, B-L-27511, F-1a-571, F-J=244NOTES (7) 1) Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at 12-3-4 on bottom chord. Design forunspecifiedconnection(s) is delegated to the building designer. 2) 3-ply truss to be connected together with 1 Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 -:4 rows at 0-4-0 oc.. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 5peclal hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049,51b up at 12-3-4 on bottom chord. Design forunspecifiedconnection(s) is delegated to the building designer. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98 per FBC2001;.11 Omph; h=25ft; TCDLe6.Opsf; BCDLe6.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2536.Ib uplift at joint Aand1895lbupliftatjointG. 6). Special hanger(s) or connection(s) required to support concentrated load(s) 3053.0Ib down and 1049.51b up at 12-3-4onbottomchord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss shall be fabricated per ANSIrFPI 1-95 quality requirements. Plates shall:be of size and type shown and centeredatjointsunlessotherwisenoted, Provide bracing where indicated and within 4" of .interior joints. Bracing Indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanent. bracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding: Any references to Job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increasea1.25UniformLoads (plf) Vert: A-J--740,0, G-J=-20.0, A-D=-60.0, D-H=-60.0ConcentratedLoads (lb) , Vert: Ja-3053.0 Customer No: 11045;.Customer Name:-CENTEX-HOMES: ORLANDO Shop No: ______ _ Contractor/Job: 2509- EL A.ftF' DateReq:O Draw No:53906901 G17 Job Truss Truss Type ' Qty Ply Centex-Orlando/2509 ask/4 19 3 93906901]EV RO 7 1 1-0-0 Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek.I dustrlesnlnc,oWed Apr 23 08.33:38 2003 Page 3x4 = 7-n-n - . 1 1 Scale — 1:15, LOADING (psf) SPACING 0-0-12 TCLL 20.0 2-0-0 CSI DEFL In (loc) I/defl. PLATESPlatesIncrease1.25 TC 0.59 Vert(LL) n/a Na GRIPTCDL. 10.0 Lumber increase 1.25. BC 0.21 TL20, 245/193BCLL . 0.0 Rep Stress Incr. YES Vert(TL) 0.17 A >80 BCDL 10.0 Code WB 0.00 Horz(TL) -0.00 C n/a LUMBER FBC2001 (Matrix) 1 st LC LL Min Well — 240 Weight: 23 lb TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C-198/Mechanical, B=346/0-3-8, D=68/MechanicalMaxHorzB-159(load case 5) Max UPIiftC 165(load case 5), B--75(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-C-62 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL=6.Opsf; BCDL-6.0psf; occupancy category II; 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 165 lb uplift at joint C and 75 lb uplift at joint B. 3) 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 doesnotreplaceerectionandpermanentbracing, required for the overall building design. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responslbilit) 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 foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. I LOAD CASE(S) Standard Customer No: 11 045Customer Name: CENTEX HOMr-.c.-.n Contractor/Job: 2509EL' A RF Date`Req! 3RpAaw No:5Shop o:J Jorob - Truss Truss T e 53906901 HJ7 E DJACK TRUSS Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 583 1-6-e 5-8.3 Qty Ply Centex-Orlando/2509-A/jsk/4-1f 3 1 Job Reference (optional) 0 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 0 9-10-1 4-1-13 age Scale - 1;1 D r y Q 2X3 II F E 2X3 C 5 8-3 5-8-3 9-9-4 9 LOADING (psf) SPACING 2-. 25 CSI 4 1 1 0-0- TCLL 20.0 TCDL 10.0 Plates Increase Lumber Increase. 1.25 TC 0.37 DEFL in Vert(LL) 0.03 loc) l/defl F-G PLATES GRIP BCLL 0.0 Rep Stress Incr 1.25 NO BC 0.40 WB Vert(TL) -0.06 ggg F-G >999 TL20 245/193 BCDL 10,0 Code FBC2001 0.26. Matrix) Horz(TL) 0,01 E n/a LUMBER ist LC LL Min I/deft o 240 Weighl: 40 1b TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 WEBS TOP CHORD Sheathed or 6-0-0 oc 2 X 4 SYP No.3 BOT CHORD purlins. Rigid ceiling directlyapplied or 10-0-0 oc bracing. REACTIONS ( lb/size) B=435/0-3-8, Em408/Mechanical, D=222/Mechanlcal MaxHorzB_193(load case 4) Max Uplift B--242(load case 2), Ea-64(load case 3). D@-179(load case 5) FORCES ( lb) - First Load Case Only TOPCHORDA-8-24, B-Cm-858, C-Ds46 - BOTCHORDB-G=800, F-G-800, E-F-0 WEBS _ C-G-169, C-F--877 NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; ha25ft; TCDL-6,Opsf; BCDLd6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable e nd cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOLn1.33, 2) Provide mechanical connection:(by others) of trus atjointD. s to bearing plate. capable of withstanding 242 lb uplift at joint B, 64.lb uplift at joint E and 179 lb uplift e' 3) 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. ProvidebracingwhereIndicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of.individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on.thls sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverning.codes and ordinances. The truss designer accepts no res onsibilit oca forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and ltions are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, p LOAD CASE(S) Standard 1) Regular: Lumber Increaseo1.25, Plate Increase-1.25 UniformLoads (plf) Vert: A-Bm-60.0 Trapezoidal Loads (plf) . Vert: B-0.0-to-Em-49.5, 13-2.2-to-Da-148.5' Customer No: 11045 Customer, Nam e:.CENTEX, HOMES,, ORLANDO Shop No: !,,,,,,,__ Contractor/Job: 2509 EL.A RF Date Req ^ )003` Draw No:53906901 NJ7 F53906901. Truss Truss T)e Qty Ply Centex-Orlando/2509-A/jsk/4-19-3 H1 MONO HIP 1p lqn jiversalForestPrcducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MIT ek InduJob stries, Reference . oWed Apr 23.08:33:39 2003 Page 1 PA' 7-0-0 12-10-10 18-7-9 24-4-7 30-1-6 36-0-0 1-0.0 7-0-0 5-10-10 5-8-14 5-8-14 5-8-14 5-10-10 Scale - 1:62.1 7x10 = 5 o0 12 O 5x6 = 5x6 =. 5x8 = 2x5 II 5x6 = 5x 10 p = E F H I a 1 w1 W1 w a 0 5x10 = P O N 2x5 II 5x 10 MIIIBH= 5x6 = 5x6 = 5x10 M1118H= 7x10 = 3x5 II 5x10 = l 7-1-12 I 12-10-10 18--7-9 24-4-7 30-1-6 36-0-0 7-1-12 5-8-14 5-8-14 5-8-14 Plate Offsets X Y : 13:0-2-7 Edge], C:0-3-4 0-4 0 K:0-3-8 0-3-8 5- 8-14 5-10-10 LOADING ( psf) SPACING 2-0-0 CSI DEFL TCLL20.0 Plates Increase 1.25 in floc) 544 PLATES GRIP TC0.98 Vert(LL) 0.79 N 0 >544 TL20 245/193 TCDL10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1,12 N-0 >383 BCLL0:0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.19 J-. n/a BCDL10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 LUMBER Weight., 230 1b 2 TOPCHORDX 6 SYP No,2 'Except' BRACING 22 X 4 SYP No.1 TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing. BOTCHORD2X6SYPNo.1 'Except' B2 2 X 6 SYP SS WEBS 1 Row at midpt I-K WEBS 2 X 4 SYP No.1 'Except' W3 2 X 4 SYP No.2, W2 2 X 4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 X 4 SYP No,3 REACTIONS ( lb/size) J=3136%Mechanical, B-3053/0-3-10 (input: 0-3-8) Max Horz B=163(load case 3) Max UpliftJ=-1273(load case 3), B-1058(load case 3) FORCES ( lb) : First Load Case Only TOPCHORDA-8-26, B-C=-7057, C-D--9389, D-E--10135, E-F--8829, F-G=-8829, G-Hm-8829, H-I==-5501, I J=-2966 BOTCHORD . B Q=6455, P Q=6472, O P=6472, N-O=9387, M-N-10135, L-M=5501, K L=5501, J K=190 WEBSC- Q=326, D-O=-1177, E-N--114, G-M--738, H-K--2378, C-0=3235, D-N=832, E-M--1453, H-M-3701, 1-K=5908 NOTES. ( 9-10) 1) Unbalanced roof live loads have been.considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft;-rCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lurnber DOL-1,60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required bearing size at joint(s) B greater than input bearing size. 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1273 lb uplift at joint J and 1058lbupliftatjointB. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 7-0-0 on topchord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered atjointsunlessotherwisenoted. Provide. bracing where indicated and within 4" of interior joints. Bracing indicated on thissheetistoreducebucklingofindividual -members only and does not replace erection and permanent bracing requiredfortheoverallbuildingdesign. Building Designer shall verify all design information on thfs'sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. I 10) Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpsoninstructionsforinstallation.. LOAD CASE(S), Standard 1) Regular: Lumberincrease-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: B-J--43.5, A-Cm-60.0, C-1=-130.6 Concentrated Loads (lb) Vert: C=-385.0 j 7 r IV'+JUU5 Umer Name: ULNFEX.HOMES ORLANDO Shop Contractor/Job: 2509 EL A:RF Date.-Req1 ._:_. 3 -Draw No:53906901 H1 y I Centex-Orlando/2509-A/isk/4- 53906901 Universal Forest Products,lnc„ Burlln _ Job Reference (optional) g(jay iV'C 27215, Jeff Kerr o,000s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:33:39 2003 Page. 11 0-0 5-8-14 9-0-0 15-9-14 22-6-0 29-2-2 36-0 0 — I1-0-0 5-8-14 3-3-2 6-9-14 6=8-2 6-8-2, 6-9-14 Scale - 1:62. 5x7 = 3x6 = 5x8 = 3x6 = 5x5 = 3x7 = O N M L N 3x6 = J I3x6 = 3x6 - 3x0 = 3x0 = 3x6 = 2x5 II 5-8-14 9-1-12 ji-9-14 22-6-0 29-2-2 5-8-1 4 3-4-1 4 6-8-2 6-8.2 36-0-0 PlateOfisels XY; D:054028 F:040030 6-8-2 6-9-1 4 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 . CSI TC DEFL In l PLATES GRIP TCDL. 10.o BOLL. Lumber Increase 1.25 0.94 BC 0.74 Vert(LL) 0.30 Vert(TL) M 999L-M >999 TL20 246/193 0.0 BCDL 10.0 Rep Stresslncr NO WB 0.80 0.51 Horz(TL) 0.11 L-M >848 ICodeFBC2001Matrix) n/a. 1st LC LL Min I/deft 240 Weight: 185lb LUMBER TOP CHORD 2.X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-14 oc purlins, except end verticals, WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-11 bracing. oc REACTIONS (lb/size) .B=1498/0,3-8, 1=1427/Mechanlcal Max Horz B-220(load case 3) Max UpliftB 431(load case 2), 1=-483(load case 3) FORCES .(Ib) -'First Load Case OnlyTOPCHORDA-B-22, B-Cm-3062, C-D-.-2815, D-Ea-3374, E-F--3210, F-Ga-321.0, G-H--2114, H-I=-1354BOTCHORDB-0o2766, N-0=2580, M-N-2580, L-Ma3374, K-La2114,.J-K-2114, I-Je69. WEBS D-Oa314, C-O--238, E-Mm-324, F-Lm-391, G-J--1037, D-M=908, E-Lm•188, G-L-1260, H-J-2352 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.0psf; BCDL_6.0psf; 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 adequate drainage to prevent water ponding, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint B and 43 lb uplift at joint I. 84) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centerProvidebracingwhereIndicatedandwithin4" of interior joints. Bracing indicated on this sheet Is to reduce buckling ed 8 joints unless otherwise Holed. Individual members only and doesnotreplaceerectionandpermanentbracingrequlred.for the overall building design. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 fradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, o 5) H28R: Right end may be attached to 2x8 So•Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions forinstallation. LOAD CASES) Standard wstomer.No: 11045 Customer Name, CENTEX HOMES-::ORLANDO `. °Shop No,- Contractor/Job: 25.09i EL:A RF Date Re 0A 1='^'^^n "` q }Draw No:5390690.1 H2 Jcb Truss Truss Type # SAY Ply Centex-Orla yyy Vd ii WlfGlUOetT 53906901 H3 ROOf l9tTSSry 1 1 Universal Forest Products, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 fvliTek Industries, 1 Apr 23 08:33:40 003 Page 1 0 - 0T 6-5-3 1 11-0-0 25 0 0 I29-6-13 1 36-0-0 —1 1.-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 Scale - 1:61 5x6 - 2x3 II 5x6 = M L K 3z6 = 3x8 3x6 = 3x6 = 3x6 = 3x7 9- 3-14 18-0-0 26 8 2 9- 3-14 8-8-2 36- 0-0 I Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4 8- 8-2 9-3-14 LOADING ( psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1,25 CSI TC DEFL in (loc) Well PLATES GRIP TCDL" 10.0: BCLL. Lumber Increase 1.25 0. 45 BC 0.80 Vert( LL) 0.22 K >999 Verl( TL) " -0.43 TI20 245/193 0. 0 BCDL 10.0 Rep Stress Incr YES Code WB 0.23 K- M >999 Horz( TL) 0.13 H n/a FBC2001Matrix) 1st LC LL Min I/deft — 240 Weight: 167 lb LUMBER: TOP CHORD .2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-14 oc purlins. WEBS2X4SYPNo.3 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. REACTIONS ( lb/size) H-1427/Mechanical, B-1498/0-3-8 Max Horz B=131(load case 4) Max UpliftH--328(load case 3), B=-382(load case 2) FORCES ( lb) - First Load Case Only TOPCHORDA-B-22, 8-C--3046, C-D=-2782, F-G--2789, G-H--3057, D-E--2829, E-F--2829 BOTCHORDB-M-2749, L-M=237VK-L-2371, J-K@2374, I-J=2374, H-1-2761 WEBSC-M--309, D=M-432, F-1-440, G-1=-315, E-K--443, D-K-549, F-K-544 NOTES ( 5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DQL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint H and 382 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 atjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on thissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverning -codes and ordinances. The truss designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. 3) H28R: Right end may be attached to 2x8 SO.Plne BC of two or more ply girder truss with Simpson HUS28 or eq, FollowSimpsoninstructionsforinstallation. OAD CASE(S) Standard. ustomer No: 11045 Customer Name:..CENTEX.HOMES:_ ORLANDO Shop No 'contractor/Job: 2509"EL.A"RF.. r. DateRedfDraw No:53906.901 H3 Job Truss Truss.Type Qty Ply Centex-Orlando/2509-Arsk/4-19-3 1 1 53906901 ]H4 ROOF TRUSSJobUniversalForestProducts;lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek I dust ies, 1ce lnc,oWed Apr 23 08:33:40 2003 Page 1 11-0-Q 6-5-3 , 13-0-0 , 23-0-0 29-6-13 36-0-0 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 1 Scale - 1:61.fl 5x6 = 20 11 50 = D E F 0 w 2 w 2x3 // 3 (i T mvi4 w qtA 9 H d .. Ia3%7 = M L 3x7 = 3x6 = 3x8 = 3x8 = 3xB = 3x6 = 9-3-14 I 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14PlateOffsetsXY ; D:0-3-0 0-2-4 F:0-3-0 0.2-4 LOADING .(psf) TCLh 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.54 DEFL In (loc) Weil PLATES GRIP TCDL 10.0 BCLL Lumber Increase 1.25 BC 0:79 Vert(LL) 0.18 K >999 Vert(TL) -0.39 K-M TL20 245/193 0.0 BCDL 10;0 Rep Stress Incr YES Code FBC2001 WB 0.18 Matrix) 999 Horz(TL) 0.13 H n/a 1 st LC LL Min Well — 240 Weight: 171 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 3-1-1 oc purlins. CHORD 2 X 4 SYP No.2WEWEBOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing, BS2X4SYPNo.3 REACTIONS ( lb/size) H-1427/Mechanical, B-1498/0-3-8 Max Horz B-149(load.case 4) Max UpliftH--319(load case 5),,13 -389(load case 4) FORCES ( lb) -.First Load Case Only TOP CHORD A-B-22, B-C=-3071, C-Da-2769, F-G--2776, G-H--3081, D-E--2365, E-F--2365 BOTCHORDB-M-2777, L-M-2174, K-L=2174, J-K-2176, I-J-2176,.H-1-2788 WEBSC-M--394, D-M-552, F-1-560., G-1--400, E-K--252, D-K-284, F-K-280 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft;1-CDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical 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 capableof withstanding 319 lb uplift at joint H and 389 lb uplift at joint B. 5) TrussshallbefabricatedperANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at jointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheetIstoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer acceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoa. specific. building. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner. 6) H28R; Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpsoninstructionsfor. Installation, LOAD CASE( S) Standard 7 U, 3Lvrr1cl 14U.. t 1045 Customer Name: CENTEX'=HOMES .ORLANDO:" Shop No: L---__:1(.:,. Contractor/Job: 2509 EL A:RF'. DateRe 1::.:Draw No:539'06901 H4 Job - Truss Truss T YPe Qly Ply Centex-Orlando/2509-A/jsk/4-19-3 d I 53906901 H5 ROOF TRUSS 1 1 Universal Forest Products,lnc., ra+ BurllttgCb /215, Jeff Kerr Job Reference (optional) 5.000 s Feb 20 2063 MiTek Industries, Inc, We Apr 23 08;33:41 2003 Page 1 i1 0 Q 6-5-3 1 11-10-14 1_-5-0-0 I 21-0-0 24-1-2 29-6-13 + 36-0-0 q1-0-0 6-5-3 5-5-10- 3-1-2 6mo_o 3-1-2 5-5-10 6-5-3 p Scale - 1:61. 5.00 12 5x6 = 5x6 = lixA E F 3x7 = N to. . L K 3x7 = 3x6 = '3x8 = . 5x10 = 3x6 = 3x6 - 9-3-14 18-0-0 1 26-8-2 36.0-0 9-3-14 8.8-2 8-872 9-3-14PlateOffsets (X Q;0-4-0 0-3-01, [E•0-3-0 0-2-41, [1--;0-3-0,0-2-41, [G:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFLTCLL20.0 Plates Increase 1.25 TC 0,43 in (loc) PLATES GRIPVert(LL) -0.17 L >99999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0,.78 Vert(TL) -0.38BOLL0.0 Rep Stress Incr YES I-J >999 WB 0.66 Horz(TL) 0,13 1 n/aBCDL10.0 Code FBC2001 (Matrix) 1st,LC LL Min Well = 240 Weight; 183 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No:2 TOP CHORD Sheathed or 3-3-1 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid -ceiling directly applied or 7-4-12.oc bracing. REACTIONS (lb/size) 13m1498/0-3-8, 1=1427/Mechanical Max Horz Bm168(load case 4) Max Uplifi8--413(l6ad case 4), 1-343(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-C= 3063, C-D=-2770, D-Eo-1983, F-G=-1983, G-H -2778, H-1--3073, E-F= 2021BOTCHORDB-N-2768, M-N-2265, L-M-2265, K-L-2268, J-Kd2268, I-J-2779WEBSC-N--371, D-NQ496, G-J-504, H-Ja-377, E-La505, F-La504, G-L-596, D-L— 593 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft;.TCDL=6.Opsf; BCDL=6.0psf; occupancy category 11; exposure B; enciosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLa1.60 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 413 lb uplift at joint B and 343 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/rPI 1-95 quality requirements. Plates shall be of size and type shown and centeredI at joints unless otherwise noted. Provide bracing where indicated and within 4" of Interior joints. Bracing indicated onthissheetistoreducebucklingof -individual members only and does not replace erection and permanent bracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding: Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. i6) H28R: Right end may be attached to 2x8 SO,Plne BC of two or more -ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation, LOAD CASE(S) Standard Customer. No: 1.1045. Customer Name: CENTEX,HOMES. _ORLANDO Shop Nof - ;" i-rj [. . Contractor/Job: 2509 EL.A RF Date Re13 `Draw No:53906901 N5: qS . Jcb Truss Truss Type 53906901 H6 R0efRI a" U SOS Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr b.000 I. 11 I I IJob Reference (optional) s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:3 2003 Page IF li -O-Q 6-5-3 11 10 14 17-0-0 19-0-0 24-1-2 29-6-13. 36-0-01-0-0 6-5-3 5-5-10 5-1-2 . 2-0-0 5-1-2 5-5-10 6-5-3 Scale — 1:61 5.00 12 5x6 5z6 = E F N M L K i 3x6 = 3x8 = 5x12 = ' 3z8 = 3x6 = 9-3-14' Plate Offsets (X,Y): D:0 4-0 0-3.Oj, jE'O-3-0,0 LOADING (psf) SPACING 2-0-0 TCLL 20,0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 8-8-2 8-8-2 9-3-14 W = CSI TC 0.44 DEFL in Vert(LL) 0.17 loc) I/deft PLATES GRIP L - BC 0.78 Ver-t(TL) -0.38 999 TL20 245/193 1-1 >999 ' WB 0,75 Horz(TL) 0.13 1 n/a Matrix) 1st LC LL Min I/defl — 240 Weight: 1831b BRACING TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly, applied or 7-1-0 bracing. oc REACTIONS (lb/size) B=1498/0-3-8, 1-1427/Mechanical Max Harz B-186(load case 4) Max UpliftB--435(load case 4), 1--364(load case 5): FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3057, C•D--2773, D-E--1947, F-G=-1947, G-H=-2780, H-1=-3067, E-F--1812BOTCHORDB-N-2762, M-N-2278, L-M-2278, K-L-2281, J-K-2281, I-J=2773WEBSC-N--353, D-N-484, G-J=491, H-J--359,.E-L-524, F-L-523, G-L=-696, D-L--693 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL-6.0psf; 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 DOLd13) Provide adequate drainage to prevent water ponding, .60 plate grip DOL=1,33; 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint B and 364 lb uplift at joint I. 5) Truss shall be fabricated per ANSI TPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing Indicated onthissheetIstoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. 6) H28R: Right end may be attached to 2x8 So,Pine BC of two or more ply girder truss with Simpson HUS28 or eq, FollowSimpsoninstructionsforinstallation, LOAD CASE(S) Standard . Customer.. No:' 11045;Customer Name:.CENTEX.HOMR-c-- --J Contractor/ Job: 250.9 EL.A'RF `Date,`Re LAND( J: Shop No:! _._-_ l Draw: N.o:53906901 H6 V Vu r russ Trus ,e 53906901 T7 ROOF TRUSS Universal Forest Products, Inc., Burlington, NC 2 2215 Qty Ply Centex- Orlando/2509-Afjsk/4 19-3 1 1 I I IJob Reference (optional) 5.uuu s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:33:42 2003 Page I10- 6-5-3 1 11-10-14 18-0-0 24 1-2 29-6-13 36-0-01-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6-5-3 Scale - 1:6 5.00 F12 5x6 E M L K J I 3x7 = 3x6 = 3x6 = 3x6 = 3x6 = 3z6' = 1— 9-3-14 18-0-0 26-6-2 9-3.14 36-0-0 Plate Offsets (X,Y): j):0-4-0 0-3-0j [F:O 4 0 0 3-Oj 6-8-2 9-3-14 , LOADING (psi). TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/dell PLATES GRIPTCDL10.0 BCLL Lumber Increase 1,25 TC 0.44 BC 0.79 Vert(LL) 0.18 K >999 Vert(TL) -0.39 TL20 245/193 0.0 BCDL 10.0 Rep Stress Incr YES Code WB 0.80 H-1 >ggg Horz(fL) 0,13 H n/aFBC2001Matrix) 1st LC LL Min Well.- 240 Weight: 174 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. WEBS 2 X 4 SYP No,3 BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. REACTIONS (lb/size) B=1498/0-3-8, H=1427/Mechanical Max Horz B-195(load case 4) Max UpliftB--444(load case 4), H--374(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-C--3056, C-D--2773, D-E--1944, E-F--1944, F-G--2781, G-H--3066BOTCHORDB-M-2760, L-M-2281, K-L-2281, J-K-2284, I-J=2284, H-1=2772WEBSC-M--349,.D-M-481, D-K=-704, E-K-1052, F-K--708, F-6489, G-1=-355 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC200.1.; 110mph; h-25ft; TCDL=6.0psf; BCDL-6.0psf; 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. mechanical. connection (by others) of truss to bearing plate capable of withstanding 444 Ib uplift at joint B and 374 lb uplift at joint H. 4) 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. 5) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for. installation: LOAD CASE(S) Standard IC, 0 Customer No: 11045Customer Name: CENTER-Nnnn c.._ _ RLANDO Shop.No:,. Contractor/Job: 2509 EL:A RF Date:Req,,,,, „,„,,.Draw No:5390690177 9 1 Jcb Truss Truss Type City Ply Centex-Orlando/2509-Arsk/4-19-3 I 53906901 H9 ROO +, _ 1 1 ptlo al) Universal Forest Products, Inc.., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 WlTek I dustries, Inc. Wed Apr 23 08:33:42 2003 Page 1 F Q 6-5-3 11 10 14 1 17-0-0 19-0-0 24-1-2 29 6-13 36-0-0 37-01-0-0 6=5-3 5-5-10 5-1-2 2-0-0 1-1 15-1 2 5-5 10 6-5-3 1-0-0 Scale - 1:61, 5.0D 12 5x6 - 5x6 = E F I ' N 3x6 = 3x6 = L K = 5x12 = 3x6 = 3x6 = 3x7 9-3-14 16-0-0 26-8-2 9-3-14 B_0_2 36-0-0 Plate Offsets (XY): fD:O-4 0,0 3 01 fE:0-3-0 0-2- fF;o 3 0 0-2 41G:0-4-00-3-0 8-8- 2 9 3 14 . LOADING (psf) SPACING 2_0_0 CSI TCLL 20,0 TCDL ' 10. 0 Plates Increase 1.250.42 TC 0. DEFL in ( loc) I/dell Vert(LL) 0.17 M PLATES GRIP BCLL 0. 0 Lumber Increase 1.25 Rep Stress Incr YES 0.70 999 Vert( TL) , 0.38 M O >999 TL20 245/ 193 BCDL 10. 0 Code FBC2001 W B 0.74 Matrix) Horz( TL) 0.13 1 n/a 1 st LC LL.Min Well - 240 Weight; 185 lb LUMBER TOPCHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD sheathed or 3-3-6 oc purlins. WEBS 2X4SYPNo.3 BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. REACTIONS (Ib/ size) B-1497/0-3-8, 1=1497/0-3-8 Max Horz B=-178(load case 5) Max UpliftB- 434(load case 4); 1 434(load case 5) FORCES (Ib) - First Load Case Only TOP,CHORDA-B=22, B-C=-3054, C-Da-2770, D•E--1944, F-G=-1944, G-H-2770, H-1=-3054, I-J=22, E-F=-1809 BOT CHORDB-0-2759, N-0=2275, M-N-2275, L-M-2275, K-L-2275, I-K-2759 WEBS C=0s- 353, D-0-484, G-K-484, H-Km-353, E-M=523, F-M=523, G M=-693, D-M=-693 NOTES (5) _ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposu cantilever leftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. re B; enclosed;MWFRS gable end zone 3) Provideadequatedrainagetopreventwaterponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint B and 434 lb uplift at joint I. 5) TrussshallbefabricatedperANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. s, Providebracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for thecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are for administrative purposesonlyandareno; part of the review. or certification of the truss designer. LOAD CASE( S) Standard ustomer No: 11045 Customer Name: .CENTEX HOMES.,QRLANDC1 Shop No:j- contractor/Job: 2509 EL:A_RF: Date Re, :4 I '. q3. Draw No:53906901 Hy.. 53906901 ss H10 I ROOF I 1 ucts,lnc., Burlington, NC.27215, Jeff Kerr 5.000.s Feb 20 2003 MiTe Centex-Orlando/2509-Aflsk/4-19-3 Job Reference (optional) i Industries, Inc. Wed Apr 23 08:33:43 2003 Page 1-0_ 11-10-14 15 D 0 21 0 0 24 1 2 29-6-131'0'0 i 36-0 0 37-0-06-5-3 5-5-10 3-1-2 6-0-0 t-1 3-1-2' 5-5-10 6-5-3 1-0-0 scale - 1:61. 5.00 12 5x6 = 5x6 = 5x8 E F l 0 I L K = 3x6 = 3x8 = 5x10 = 3x6 = 3x6 = • 3x7 9-3-14 iI 18-0-0 26-8-2 9-3-1 4 8-8-2 I I 36-0-0 Plate Offsets XY): (D:0-4-0 0-3-Oj (E•0-3-0 0-2-4j-4 8-8-2 9-3-14 0 0 3-0 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/dell PLATES GRIPTCDL10.0: BCLL er IncreaseLumb1.25 TC 0.41 BC ' 0.70 Vert( LL) -0.17 M >99g Vert( TL) 0.38 TL20 245/193 0. 0 BCDL 10.0 Rep Stress Incr YES Code WB 0,65 M O >99g Horz( TL) 0.13 1 n/a ' FBC2001Matrix) 1st LC LL Min Well — 240 Weight: 184Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-3-7 oc purlins. WEBS2X4SYPNo.3 BOT CHORD Rigid ceiling directly applied or 7-5-5 bracing. ocREACTIONS ( lb/size) B_1497/0-3-8, 1-1497/0-3-8 Max Horz B=-159(load case 5) Max Uplift B=-413(load case 4), 1--413(load case 5) FORCES ( lb) - First Load Case Only . TOP CHORD. A-B-22, B-C--3060, C-D--2768, D-E=-1980, F-G--1980, G-H--2768, H-I--3060, 1-J=22, E-F--2018 BOTCHORDB-0=2766, N-0=2262, M-N=2262, L-M-2262, K-L=2262, I-K=2766 WEBSC- 0=-371, D-0=496, G-K=496, H-K=-371, E-M=504, F-M=504, G-M=-593, D-M--593 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL-6,Opsf; BCDL—(3.opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL. 3) Provide adequate drainage to prevent water ponding. 1.60 plate grip DOL=1.33. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I, 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. Providebracingwhereindicatedandwithin4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmay.relate to a specific building. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard ustomer, No: 110451Customer Name; CENTEX,H-O;MES- ORLANDO -Shop No_.-_._____._ - Contractor/Job: 2509FEL:'A'RF Date Rel No:53906901H10• Job Truss Truss Type Qt Py 1 53906901 H11 09-A/jsk/4-19-3 i.versal Forest Products,lBurlington, NC 27215, Jeff Kerr I Job Reference (optional) 5. 000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:44 2003 Page 1 ill - 4 6-5-3 13-0-0 23 0 0 29-6-13 I 36-0-0 37-0-p 1-0-0 6-5-3 6-6-13 10 0 0 t- 6- 6-13 6-5-3 1-0-0 Scale _ 5x6 = 20 II 5x6 = to 0K = 3z6 = 3x6 = i 3x73x6 = 3x8= 34= I 9-3-14, 18-0-0 2 678-2 9- 3.14. 8-8=2 36- 0-0 Plate Offsets X Y : D:0-3-0 0-2-4 F;0-3-0 0-2-4 8- 8-2 9-3-1 4 LOADING ( psf) TOLL SPACING 2-0-0 CSI DEFL 20,0 TCDL 10 Plates• Increase 1.25 TC 0.40 Vert(LL) in ( loc) 0. 18 L I/ dell PLATES GRIP BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES BC 0.70 Vert(TL) 0.39 L-N 999 999 TL20 245/193 BCDL 10.0 Code FBC2001 WB 0.18 Matrix) Horz( TL) 1st LC 0. 13 H n/a LL Min I/deft — 24.0 Weight: 173 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BRACING BOT CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 3-3-10 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing,. REACTIONS ( lb/size) B-1497/0-3.8, H=1497/0-3-8 Max Harz B--141(load case 5) Max Uplift B--389(load case 4), H 389(load case 5) FORCES ( lb) - First Load Case Only TOPCHORDA-B-22, B-C--306B, C-D=-2766, F-G--2766, G-H--3068, H-1-22, D=E=-2362, E-F--2362 BOTCHORDB-N-2775, M-N-2171, L-M-2171, K-L-2171, J-K=2171, H-J-2775 WEBSC-N=-394, D-N=552, F-J=552, G-J--394, E-L=-251, D-L=282, F-L=282 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001;.11 Omph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B;'enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.3 1. 3) Provide adequate drainage to prevent water pondincq.. 4) Provide mechanical connection SI/ others) of truss to bearing plate capable of withstanding 389 lb uplift at joint B and 389 lb uplift at joins H. 95quality5) Truss shall be fabricated per ANSI/TPI 1 requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin" 4" of,interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. ILOAD CASE(S) Standard Customer No: 11045 Customer Name:, CENTEX HQ.ME_;OR,LANDO Shop Nw Contractor/Job: 2509 EL'A RF Date Req 0{ Uraw No:53906901 Hi Job Truss Truss Type Qty Ply Centex Orlando/2509 A/jsk/4 19-3 53906901 H.12 3 etG... fiFr ROO i 1 I I IJob Reference (optional) Burlington, NC 27215, Jeff Kerr 5.000 s Feb'20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:44 2003 Paged 0 1125-0-0 29 6 13 0T6-5-3 11-0-0 1- 0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 1-0-0 Scale - 1:61 5x6 = 2x3 II. 5x6 = K J 3V 3x6 = 3x8 - 3x8 - 3x8 - 3x6 - 17 9-3-14 18-0-0 26-8-2_ 36-0-0 9- 3-14 8-8.2 8-8-2 9-3-14 Plate Offsets (X Y) jD'0-3-0 0-2-41 (F.1-3-0 0 2 41 LOADING ( psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25" CSI DEFT- in (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0.43 BC 0.79 Vert( LL) 0.22 L >999 Vert( TL) TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.23 0. 43 L-N >999 Horz( TL) 0.13 H n/a CodeFBC2001Matrix) 1st LC LL Min Well = 240 Weight: 169 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-3 oc purlins, WEBS 2 X 4 SYP No.3 BOT CHORD Rlgid ceiling directly applied or 7-10-3 oc bracing. REACTIONS ( lb/size) B=1497/0-3-8, H=1497/0.3-8 Max Horz Ba 122(load case 5) Max UpliftB=-382(load case 2), Hm-382(load case 3). FORCES ( lb) -First Load Case Only TOPCHORDA-B=22, B-C=-3044, C-D=-2779, F-G=-2779,.13-H=-3044, H-1=22, D-E=-2825, E-F--2825 BOTCHORDB-N=2747, M-N=2368, L-M=2368, K-L=2368, J-K=2368', H-Je2747 WEBSC-Na-309, D-Na432, F-Jv432, G-J=-309, E-L-443, D-L-547, F-L=547 d t7 O NOTES. ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft;.TCDLs6.Opsf; BCDL=f3.Opsf; occupancy category II; exposure 8; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical 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 382 lb uplift at joint B and 382 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, IProvidebracingwhereindicatedandwithin4" of Interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartof.the review or certification of the truss designer. ILOAD CASE( P) Standard Customer No: - 1.1045".Cus.tomer-Name:.. CENTEK,HOMES;sORLANDO Shop No:4 Contractor/Job: 2509:EL:A RF Date'Req:C 3 Draw No:539069Q1Ht2. Job' Truss Truss Type , Qty Ply Centex-Orlando/2509-A/jsk/4-19-3 ' 5390d901 1113 HI. 1 1 Job Reference (optional) y,,I, ,v 4IG IO, JGII ncrl o.uvu s r-co eu euu3 MI I eK Industrles, Inc. Wed Apr Z3 U8:33:4b ZUU3 Page 1 5-9-1 9-0-0 15-0-0 I 21-0-0 I 27-0-0 30-2-15 36-0-0 a7-0-0 1-0-0 5-9-1 3-2-15 6-0-0 6-0-0 6-0-0 3-2-15 5-9-1 1-0-0 Scale - 1:61. 5x6 = 3x6 = 5x8 = 5x6 = u N M L K 3x7 = 3x8 = 3x10 M1118H= 3x6 = 300 M1118F1= 3x8 = 9-1-12 1 g_0-0 26-10-4 36-0-0 9-1-12 8710-4 8-10-4 9-1-12 Plate Offsets (X Y): jD'0-3-0 0-2-41 jF'0-4-0 0-3-01 jG'0-3-0 0-2-41 LOADING (psf) SPACING 270-0 CSI DEFL in (loc) I/defl PLATES' TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.28. M. >099 TL20TCDL10,0 Lumber Increase 1.25 BC 0.80 Vert(TL-) -0..52 K-M >826BCLL0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 I n/aBCDL. 10.0 Code FBC2001 Matrix) 1st LC LL.Min I/deft = 240 . Weight; 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD I BOT CHORD 2 X 4 SYP No.2 BOT CHORDWEBS2X4SYPNo.3 REACTIONS (lb/size) B=1497/0-3-8, 1-1497/0-3-8 Max Horz B=-104(load case 5) Max UpliftB=-413(load case 2),. I=-413(load case 3) GRIP 245/193 Sheathed or 3-3-7 oc purlins, Rigid ceiling directly applied or 6-6-14 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD - A-B=22, B-C=-3067, C-D=-2813, D-E=-2592, E-Fa-3350, F-Gm-2592, G-H=-2813, H-I=-3067, I-J=22BOTCHORDB-0=2771, N-0=3284, M-N=3284, L-M=3284, K-L=3284, I-Km2771WEBSD-0=788, G-K@788, C-0=-252, H-K=-252,,E-0-825, E-M=106, F-M=106, F-K=-825 NOTES (6). 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL-B.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical Jett an&right exposed;Lumber DOL=1.60 plate grip DOL41.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I. i 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be.of size and type shown and centeredat'joints unlessotherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing Indicated on thissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuilding. 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 IdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 110451 Cus.to.mer Name: CENTEX .HO.MES -ORLANDO: . Shop. No: 53 Contractor/Job: 2509 EL.A' RF Date:Req 003.':Draw No;53906901 H13 Jcb Truss Truss Type 53906901 H14 HIP; ., k''l Universal Forest Products,1nc., Burlington, NC 27215, Jeff Kerr Qty Ply Center 1 1 Job RE 5.000 s Fe6 20 2003 MiTek Indus rice (optional) Inc. Wed Apr 23 08:33:45 2003 Page 12-6-14 18-0-0 23-5-2 I 29-0-0 31-5-11 i_ 3600 _37 5-5-2 1-0-0 4-6-5 2-5-11 5-6-14 5-5-2 5-6-14 2-5-11 4-6-5 1-0-0 Scale - 1 7xio = 5.00 12 9ra F&I 5x6 = 2x5 II 5x8 5x6 - 7xio = E F o u u N M5x6 = 5x6 _ 7x10 M1118H= 5xio = 5x6 =. 5x6 - 7-1-12 12-6-14 18-0-0 23-5-2 28-10-4 36-0-07-1 -1 2 5-5-2 5-5-2 Plate Offsets X Y ; B:0-2-7 Ede D:0-3-12 0=4-0 1;0-3-12 0-4-0 5-5-2 K;0-2.-7 I 5-5-2 7 1 12 Ede , 0;0=5-0 0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFLTOLL20.0 Plates Increase 1.25 TCDL TC 0.77 in Vert(LL) lo0 PLATES GRIP 010,0 Lumber Increase 1.25 BCLL BC 0.77 1. 81 Verz(TL 1. 529 370 TL20 245/193 0.0 Rep Stress Incr NO BCDL 10.0. Code WB 0.74 Horz(TL) 0.211 K > 3 / aKn/aFBC2001Matrix) 1st LC LL Min I/deft = 240 Weight: 221 lb LUMBER TOP CHORD 2 X 4 SYP No.2 "Except` BRACING' T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 TOP CHORD' Sheathed or 1-9-8 oc purlins, BOT CHORD 2 X 6 SYP SS' BOT CHORD Rigid ceiling directly applied or 4-4.2 oc bracing. WEBS 2 X 4 SYP No.3 'Except' W1 2 X 4 SYP No.2, W1 2X4SYP No.2 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No,2 REACTIONS ( lb/size) K=3079/0-3-10 (input: 0-3-8), B-3079/0-3-10 (input: 0-3-8) MaxHorzB--86(load case 5) - Max UpliftK--1129(load case 3), B--1076(load case 3) FORCES ( lb) - First Load Case Only TOPCHORDA- B=26, B-C--7065, C-D=-6987; D-E--9397, E-F=-10284, F-G 10284, G-H--10284, H-1=-9397, 1-J=-6987, J-K--7065, K-L-2.6 BOTCHORDB-0=6456, P-Q=6499, O-P=9394, N-0-9394, M-N=6499, K-M=6456 WEBSD- Q=290, I-M=296, C-Q=34, D-P-3247, E-Pa-1253, E-0-1001, F-0--687, H-O=1001, H-N=-1253, I-N=3247, J-M-34 NOTES ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; endvertical left and right exposed;Lumber. DOL-1.60 plate grip DOL-1.33, 13) Provideadequatedrainagetopreventwaterpondinq. I4) AllplatesareTL20platesunlessotherwiseindicated, 5) WARNING; Required bearing size at joint(s) K, B greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint K and 1076 lb uplift at joint B. 7) Girder carrieshipendwith7-0-0 end setback I8) Special hanger( s) or connection(s) required to support concentrated load(s) 385.01b down and 310.8lb up at 29-0-0, and 385.01bdownand310.8lb up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss shall be fabricated per ANSI/TPI 1-95.quality requirements. Plates shall be of size and type shown and centered at joints unlessotherwisenoted; Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet istoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts noresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Anyreferencestojobnamesandlocationsareforadministrativepurposesonlyandarenotpartofthereview orcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase=1:25 Uniform Loads (plf) Vert: A-D-- 60.0, D-1=-130.6, I-L--60.0, B-K--43.5 Concentrated Loads (lb) Vert: D=-385. 0 1--385.0, Customer No: 11045 Customer Name: CENTEX,HO.Mf~P- .n gLANDO ' Shop No:(,,-,,,,,,-_1.. Contractor/Job: 25091EL.A;RF''.`. Date-.Req:O.__,._- Draw. No:53906901 H14 Jobe Truss Truss Type 53906901 CJ5 RO F TRUSS Universal Forest Products,lnc., Burlington, NC 27215, 1 y 6 11 I I IJob Reference s Feb 20 2003 MiTek Industries, Ini A/jsk/4-19-3 al) Apr 23 08:33:45 2003 Page 1 1:11. 3x4 = 4-10-15 4-111. 1 4-10-15 0-0-12 LOADING (psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CS] TC DEFT_ in loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0:27 BC 0..10 Vert(LL) n/a Vert(TL) -0.05 n/a TL20 A 245/193 BCLL 0,0 BCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 263 C n/aCodeFBC2001Matrix) 1st LC LL Min I/deft e 240 Weight: 17 1b LUMBER TOP CHORD 2. X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-135/Mechanical, 13=268/0r3-8, D=48/Mechanical Max Horz B-115(load case 5) Max UpliftC 116(load case 5), B=-77(load case 4) FORCES (lb) - First Load Case Only . TOP CHORD. A-B-22, B-C-42 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11'0mph; h-25ft; TCDL=6.Opsf; BCDL=6:Opsf; occupancy category II; 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. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 Ib uplift at joint C and 77 lb uplift at joint B. 3) 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign.. Building Designer small verify all designinformation on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner.. OAD CASE(S) Standard Customer.. No: 11045 Customer. Name: ::CENTEX;,HOMES :ORLANDO., Shop No: 5_.._.___ ,. Contractor/Job: 25091EL APF Date°Req 0 "- ;...Draw:.No:53906901.CJ5.. j- ._...,.- - Job Truss Truss Type Qty 153906901 CJ3 ROOF_ 1SS 6 I Universal Forest Prod l r-ts,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 l9 3 rIJob'Reference (optional) Fek Industries, Inc. Wed Apr 23 08:33:46 2003 Page 1 A i 3X4 — 2-10-15 2-11,11 Scale - 1O.f 2-10-15 0-0-12 LOADING (psf) TCLL 20.0 SPACING- Plates Increase 2-0-0 1.25 CSI TC DEFL in loc) I/dell PLATES GRIP l CDL 1 o.0 Lumber Increase 1.25 0.08 BC 0.03 Vert(LL) n/a Vert(TL) -0.01 n/a A >999 TL20 245/193 BCLL' ' 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/aBCDL10.0 Code. FBC2001 Matrix) 1st LOLL Min I/defl m NO . Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) Cm69/Mechanical, B=194/0-3-8, D-28/Mechanical Max Horz B-73(load case 5) . Max UpliftC--66(load case 5),.Ba-84(load case 4) FORCES (lb)_- First Load Case Only TOP CHORD A-13=22, B-C=21 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDLm6,Opsf; BCDLa6.Opsf; occupancy category.I1; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLa1.60 plate grip DOL61.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint.0 and 84 lb uplift at joint B. 3) 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names -and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard N Lu5w1r1er lvo: i > u4b L;ustomer: Name:. CENTEX HOMES.,.OR,LANDO Shop No, - Contractor/Job: 2509 EL,A:RF Date';Reg:(' " 003Draw. No:5390690.1 CJ3 -:: Truss Truss Type Qty Ply CenteX70rland0/2509-Arsk/4-19-3 906901 CJ1 ROOF6 1 Job Reference (optional) riiversal Forest, Produ6ts,Inc;, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MITek Industries, Inc. Wed Apr 23 08:33:46 2003 Page 1 D Scale a i:C U- ii] t5 0-11 41 0- 10-15 0-0-12 LOADING ( psf) TCLL 20.0 SPACING Plates Increase 2- 0-0 1. 25 CS' TC DEFL in loc) I/dell PLATES GRIP TCDL 10.0. Lumber Increase 1.25 0. 06 BC 0,00 Vert( LL) n/a Vert( TL) 0.00 n/ a A TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0;oo Horz(TL) -0.00 999 C n/a BCDL10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 240 Weight: 5 lb LUMBER TOP CHORD 2 X 4 SYP No2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) B-133/0-3-8, E-9/Mechanical,.C-O/Mechanical Max Horz B-41(load case 4) Max LIpliftB=-102(load case 4),_C=-27(load case 5) Max GravB=133(load case 1), E69(load case 1), C=29(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD A-8=21, B-C=-26, C-D=-4 BOT CHORD B-E-0 NOTES ( 3) 1.) Wind: ASCE 7-98 per FBC2001; 11 Omph; 11=25ft; TCDL=6.Opsf; BCDL=6,Opsf; occupancy category ll; exposure 8; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; 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 102 lb uplift at joint B and 27 lb uplift at joint C. 3) 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. Providebracingwhereindicatedandwithin4" of Interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doe notreplaceerection.and permanent bracing required for the overall building design. Building Designer shall verify,all design information on this sheet fo conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibili forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer, No:.11045 Customer Name: CENTER HOMES::-ORLANDO Shop No:( Contractclr/Job: 250911-EC.A`RF :Date Req:09 . ____.A3 .Rraw No:5,39.06901.CJ1. V-4' STRONGBACK DETAILS NAILS 0 TOP & VERTICAL BLOCK STRONGBACKS SPACED AT 10'-0' (MAX) ARE $EQJf$EQ TO MAINTAIN CERTAIN FIRE ASSEMBUESStRONGOACKSARERECOMMENDEDTOMINIMIZEVIBRATION. IORD BEARING x 77ROP, SUPPORTING MIA 1:4 11 Z: U-1 z4am PLAA!" CITY 0'- r u 0 aN a0 F. Lai cli z0ML w C-4r, C, w pzpz 0: wo 00 z O w 5w F=O 2 r3 15 RolmI -00z193E3zOy00: Cnn 0 0 8,xn 8 z iD z.05ga— 08., Z cogHz r.z I D Zn n z 'cn cn LLJ OCX3 o cn 10. O C= O z vi w L.Lj r-: M L-C) D It 0 CL '81 mix DRAWN BY: TVIV CHECKED BY: DRAWING NUMBER 1,310001 40-0-0 7-0-0 S.B. a Q w O z Q D In Do tO sN x w Daz D 10 o d aL, 4-4" aN N C/] a UINOZ U ZW d Z O vi Z N m 1 HANGER LEGEND TYPE DESCRIPTION I I HUS 28 MEDIUM DUTY - ROOF 0 Z 0 C17=W U- V O O p Z 4ZZp N prf REIS ZK pN \m =Wm~N 00 j zwso.x2,N A=i azz wZvim -g N 0 y1N$n CWNco yZZZz N8 Fz TN Z'. = SmS?gN. N W O m Q Q Lu 4i J a CY o 0 o 0 o O N U 0 O o Q ei, a T y J Q J W or w W z W O O DU N U a a: 0: DRAWN BY: TDN CHECKED BY: DRAWING NUMBER 1310001 3' bath duc- to rooF cap w/fan 3' bath duct to roof cap w/fan c me¢ mo dryer watt cap scale :1/8'=1'0' + N f liAe dB 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL U a f i C- :\ CO S flop S Utoin z O Cn_ W Uj O O U Q 0 x 00 LO W W -1 0 ry W CC) WzCU cc)> Rating z O >- U) m w > z a z o' w Q 1 O 4 a mn -1 0O t ONE BY WOOD BUCK BY OTHERS CAULK BETWEENr WINDOW FLANGE — p &' WOOD BUCK STUCCO Y OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD TYP.) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK,- OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS a CAULK BETWEEN B.W. 1-1/4' -MIK WOOD BUCK & (BUCK WIDTH) EMBEDMENT MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIP.. TAPCON C> BUCK BY OTHERS STUCO I-1/4' MIN. BY THERS SHIM AS REQ'D. EMBEDMENT 1/4' MAX' 0RIGIDVINYL (SEE NOTES). GLAZING BEAD _ INSTALLATION ANCHOR ( T.YP-) 3/16- DIA, TAPCON - SHIM AS. REQ'D. -- - --- I/4' MAX. GLASS SEE NOTES). (TYP.)(SEE NOTES) FLANGE TYPE FLANGE TYPE WINDOW FRAME WINDOW FRAME . JAMB CAULK BETWEEN HEADER WINDOW FLANGE o WOOff BUCK PERIMETER CAULK GLASS BY OTHERS TYP.) (SEE NOTES) W.w. WINDOW WIDTH) B.H. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & MAS'Y.. OPENING BY OTHERS SECTION B-B FLANGE TYPE CONCRETE OP WINDOW. FRAME MASONRY OPENING SILL BY OTHERS PRECAST SILL c v BY OTHERS NOTES: SECTION A -A A B C 1) SHIM AS RE0-0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4.. D E 7 N 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063- y 3) INSTALLATION ANCHOR MUST .BE OF SUFFICIENT LTH. TO ACHIEVE „ MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE_. (r) 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J. B K & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. i c9 a A I 5) USESIOCOOF EWINDOw IC CAULK FOR PERIMETER SEAL AROUND W,H. NGE. F Ci 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE,. FOR THE C, APPROPRIATE DESIGN PRESSURE REO'D. / w ' d! 7) 171300 TGLASSECHAMAYRTS VARY PER THE REQUIREMENTS OF ASTM Q Zed TAPCON LOCATION CHART CALL RUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PsF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSFSIZESIZE 12 18 1/8 X 25 B B F.G F,G F•G F,G 13 18 1/8 x.37 3/8 8 B F.G F,G 14 18 1/8 X 49 5/8 B 8 F,G F.G 145 18 1/8 x 55 1/4 8 8 F,G ` F,G 15 18 1/8 X 62 x 8 8 8 B F,G F.G.H 1 16 717 18 1/8 71 18 1/8 x 83 B 8 F,G F,G,J,K i 25 1/2 x 25 8 8 F,G F,G F.G IH3 25 1/2 X 37 3/a 8 B 8 F,G F,G. H,I 1H4 25 1/2 X 49 5/8 B B F.G F,G,H,I 1H45 25 1/2 X 55 1/4 13 B F.G F,G-.H.1 1H5 25 1/2 X 62 8 B F,G F•G'H•I. IH6 1 H7 25 1/2 X 71 25 1/2 X 83 B B 8 F,G,J,K F,G.J,K 30 I/2 x 26 29 1/2 X 25 8 e 9 B F,G GF,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 6 F.G F, 30 1/2 x 50 5/8 29 1/2 X 49 5/8 e B F G F,G,H•1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 8 F.G F,G,H,1 30 1/2 x 63 29 1/2 X 62 6 B B G F , F,G,H. 1 30 1/2 x 72 29 1/2 X 71 8 F,G,J.K F.G. H,i 30 112 x 84 29 1/2 x 83 8 Ir.u 22 36 X 25 B B 6 8 F,G F,G 23 36 X 37 3/8 B B F,G F,G,H,I. 24 36 X 49 5/8 B 6 F,G F,G,H.1 245 36 X 55 1/4 8 B F,G.H.1 F.G.H.1 25 36 X 62 36 X 71 8 6 F,G,H.1 O.E.F,G,H.1 26 27 36 X 83 B 8 F,G,J,K F.,G,H,I,J,K 42 x 26 41 X 25 B B B 8 F,G F,G,H,1 42 x 38 3/8 41 X 37 3/8 B B F,G,H.I 42 x 50 5/8 41 X 49 5/8 B 8 F,G.H,I F,G,H,i - 42 x 56 1/4 41 X 55 1/4 B 8 F,G,H,I D,E.F,G.,H,I 42 x 63 41 X 62 B 8 F,G.H,I D,E,F,G.H,I 42 x 72 41 X 71 41 X 83 B 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,HJ 48 x 38 47 X 37 3/a B B A;C F,G F,G,H,I 5/ 8 48 a 50 47 X - 55 B A;C F.G,H,i 1/448x56tJa 47 x 55 1/4 B A,C F. G,H,t F,G,H,1 D,E,F,G;H,1 48 x 63 247X62 47 71 B A,C F.,H.1 D,E,F,G.H,1 48x 72 47 X 83 xFQJK DEPGHIJK 48 x 84 52 1/8 X 25 8 A,C F.G F,G F, G F, G F, G.H,1 3233 52 1/8 X 37 3/8 8 B A, C A, C F,G,H,1 E,G,H.I: 34 52 1/8 X 49 5/8 6 A,C, O.E.F,G.H.1 345 52 1/8 X 55 1/4 8 A.0 F,G,H,1 D,E.F,G.H,I 35 52 1/8 X 62 52 1/8 X 71 B A,C F,G,G. J E, E.F,.K. J 3652 1/8 X 83 B A,C F. K O.E,F,G,J.K.J,K 37 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. 8) . LETTER DESIGNATIONS ON THE TAPCON , LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL, INC EXTERIOR ELEVATION AS A KEY_..J _ FFLORII 1f L V p T.T D E{ R S9) ALLFACTORYAPPLIEDHOLESNOTDESIGNATEDFORTAPCONAEN1. tJ L11 e SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH.TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. INSTALLATION DETA I 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG 1S SHOWN_ THIS PRINT ALSO, APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000\ y JAT . O SERIES SINGLE "RUNGS.i 1 1) WHERE WINDOW AS INSTALLED IN .MASONRY OPENING WITH A STRUCTUAL. TWO, BY WOOD BUCK. USE # 10 .SCREWS OF VIEWED FROM EXTERIOR SUFFICIENTLENGTHTO -ACHIEVE 1-3/8- MIN_ EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. PRFPLRFfI Rv-v PROOIJCT' do APPUCATION GL HUNG FLANGE WINDOWS — SERIES 1000 , I:)uu6...200 DRAWLBY: B B APPROVED BY: DATE: 9/01 SCALE: NTS DWG_: FLEX0016 itioram_: 250. WHEATHROW. FLORIOA-32746--PHONE:407 805-0365 FAX 407 $05-0366 GINcERWG, INC., 250 WTERNATIONAL PKY., SUITE CAULK BETWEEN SHEATHING _ BY OTHERSWINDOWFINa . SHEATHING i INSTALLATION ANCHOR 8 WOOD SCREW STUCCO BY OTHERS i PERIMETER CAULK I BY OTHERS ULAL1NU JAMB SEE NOTES) WINDOW WIDTH PERIMETER INSTALLATION ANCHORfCAULK. #8 WOOD SCREW BY OTHERS A STUCCO BY OTHERS SECTION B—B B B WINDOW 24' O.C. . HEIGHT ..MAX. (TYP.) EQUALLY SPACE ANCHORS (TYP.) WINDOW HEIGHT. NOTES: 1 SHIM AS REQ'D AT EACH INSTALLATION ANCHOR. GLAZING (TYP.) - / MAX. ALLOWABLE SHIM STACK TO BE 1/4". SEE NOTES) 2) WINDOW .FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC' CAULK BEHIND WINDOW FIN A 6' MAX' AT HEAD, SILL & JAMBS. TYP.) 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL 6' MAX: (TYPJ _ AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,. USE ANCHOR QUANTITY LISTED WITH, NEXT LARGER SIZE. . FIN TYPE ELEVATION Z) GLASS THICKNESS. MAY VARY PER THE REQUIREMENTS OF WINDOW FRAME ASTM E1300 GLASS CHARTS. PERIMETER SIVARBLE SILL VLEWED FROM EXTERIOR 8) FLORIDA EXTRUDERS 7000 SERIES SINGLE HUNG Is SHOWN. STOOL THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 CAULK AND 2000 SERIES SINGLE HUNG WINDOWS. BY OTHERS BY OTHERS . I . INSTALLATION ANCHOR TWO BY WOOD 8 WOOD SCREW BY OTHERSI " STUCCO l BY OTHERS INTERNATIONAL, INC. REV DESCRIPTION DATE. FLORIDA EXTRUDERSsANFORD, FLORIDA CAULK. BETWEEN s: WINDOW ,FIN SHEATHING; S SHEATHING BY OTHERS T DETAIL w/#8 SCREWS MIN. EMBEDMENT SINGLE HUNG FIN WINDOW — TITLE: INSTALLATION SECTION A —A> a N D SERIES 1000,.-15001 & .2000 DRAWN BY:BB APPROVED BY. I IVY t t, G FLEX0026 SH7 1 OF 2DATE12/ 13/01 SCALE•. N.J.NT S D PHONE. 805-0365 FAX 407 805-036b PREPARED B.Y. PRODUCT L APPLICATION ENGINEERING. INC. 250 INTERNATIONAL PKWY:;.SUITE 250. HEATHROV, FLORIDA 3274E INSTALLATION ANCHOR CHART QUANTITY IN. QUANTITY IN HEAD & SILL EACH. JAMB CALL WINDOW UP TO 70 PSF UP TO 70PSF"-' -- SIZE SIZE 2024 23 1/2 X 27 1/2 2 2 22030231/2 x 35 1/2 2 32038231/2 X 43 1/2 2 32040231/2. IX 47.1/2 2 32044231/2.x 51 1/2. 2 32050231/2 X 59 1/2 2 2060 23 1/2 X 71 1/2 2 4 ' 2070 23 1/2 x 83 1/2 2 4 2424 27 1/2 X 27 1/2..-. 2 2430 27 1/2 X 35 1/2 2 2 2438 27 1/2 x 43 1/2 i 2 3 2440 27 1/2 X 47 1/2 2. 3 2444 27 1/2 X 51 1/2 2 - 3 2450 27 .1/2 X 59 1/2. 2 3 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 X 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2830 31 1/2 x 35 1/2 2 2 2838 31 1/2'.x 43 1/2 2 3 2840. 31 1/2 X 47 1/2 2 3 2844 31 1/2 x 51 1/2 2 3 2850 31 1/2 X 59 1/2 2 3 2860 31 1/2 x 71 1/2 2 4 2870 31 1/2 X 83 1/2 2 4 3024 35 1/2 X 27.1/2 2 3030 35 1/2 X 35 1/2 2 2 3038 35 1/2 X 43 1/2 2 3 3040 35 1/2 X 47 1/2 2 3 3044 35 1/2 x 51 ' 1/2 _ 2 3 3050_ 35 .1/2 x 59 1/2 2. 3 3060 35 1/2 X 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 x 27 1/2 3 3430 39 1/2 X 35 1/2 3 2 3438 39 1/2 X 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 3 3 3450 39 1/2 x 59.1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 X 27 1/2 3 2 3830 43 1/2 X 35 1/2 3 2 3838 43 1/2 X 43 1/2 3 3 3840 43 1/2 x 47 1/2 3 3 3844 43 1/2 x 51 1/2 3 3 3850 43 1/2 X 59, 1/2 3 3 3860 43 1/2 x 71 .1/2 3 4 3870 43 1/2 X 83 1 2 4 4024 47 1 2 x 27 1 2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 x 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 X 71 1/2. 3 4 4070 47 1/2 X 83 1/2 4 1. a.f • _ INSTALLATION ANCHOR CHART, QUANTITY . IN QUANTITY IN CALL . ` WINDOW HEAD & SILL EACH JAMB UP TO 70 PSF UP TO 70 PSFSIZESIZE 12 18 1/8. X 25 2 2 13. 18 1/8 X 37 3/8 2 3 14 18 1/8 x 49 5/8 2 3 1-45 l 18 1/8 x 55 1/4 2 3 15 ' 18 1/8 X 62 2 4 ' 15 18 1/8 X. 71 2 4 17 18 1/8 x 83 4 1H2 25 1/2 X 25 2 2 31H3251/2 X 37 3/8 2 1H4 25 1/2 X 49 5/8 2 3 IH45 25 1/2 X 55 1/4 2 3 1H5 25 1/2 X-62 2 4 1116 25 1/2 X 71 2 4 1H7 25 1/2 X 83 2 4 30 1/2 x 26 29 1/2 X 25 2 3301/2 x 38 3/8 29 1/2 X 37 3/8 2 3301/2 x 50 5/8 29 1/2 x 49 5/8 2 30 1/2 x 56 1/4 29 1/2 x 55 1/4 2 3 30 1/2 x 63 29 1/2 x 62 2 4 30 1/2 x 72 29 1/2 x 71 2 4. 30 i/2 x 84 29 1/2 X 83 2 4 36 x 25 2 3 23 36 x 37 3/8 3 24 36 x 49 5/8 2 3 245 36 X 55 1/4 2 425.. 36 X 62 2 26 36 X 71 2 4 Z7 36 X 83 2 4 42 x 26 41 x 25 3 3 42 x 38 3/8 41 X 37 3/8 3 3 42 x 50 5/8 41 x 49 5/8 3 3 42 x 56 1/4 41 x 55 1/4 3 442x6341x623 442x7241. X 71 3 4 42 x 84 41 X 83 3 48 x 26 47 X 25 3 3 48 x 38 3/8 47 x 37 3/8 3 3 48 x 50 5/8 47 x 49 5/8 3 3 48 x 56 1/4 47 X 55 .1/4 3 4 48 x 63 47 X 62 3 448x7247x71. 3 48 x 84 47 X 83 3 4 32 52 1/8 x 25 3 2 33 52.1/8 x 37 3/8 3 3 34 52 1/8 X 49 5/8 3 3 345 52 1/8 x 55 1/4 3 3 35 52 1/8 x 62 3 4 36 52 1/8 X 71 3 4 37 52 1/5 X 83 3 4 JCE.' S,H. x C x i.'iL AC h .`.!d - - ! _ v;F i ii _ Gu" `y f TI!ti ii _i_ ifi B iTv 1 !..EF` MU! ! My BUCK L{Y it l El;!;; _TE 0.0, MASONR—Y By TH IRS Yx _//-2— SELF - #8 X I/ = _ aL, '!?Ei c; T 8 . TAv: 31'. SMStTA'PPINC SM.`. i 299taifo- spa i T , T A CE:4 nlV 1 B _T l=E _ A. r L :T a T _^ +. } ! a - 1h r G.p STY_ , 4 `. _, \._ CrAprF Sri _ .. .. l` MULLIGN 2-T4 r Aa' X-- ' EXTERNAL . M—l._. D`. l l /` 4N~ r A'-=,1i. APPTkG SMS ram- , : t; r,.ti"rl A,L Mlii jON T 1 CONCRctiE Q. rEAD S. !G — % i }} J = : i }N h—J? (L ; i` !-i_N ' i }''APPI ES TO HEAD x SILL .'SHE i' X UPE IMULLl 1-4 ARE USES). X c r/ 6 X 3/8 LIE' ^LiLLiUiVrp , 1 u S, H, - 1'000 S;H. -1 ! i'vEE !Jav,_i .j IN iA?i CTY .i --T-- v` AIL 8 . 8 x */ 2 SEt ,--INSTALi-ATIO A,NCHQR LF w'fC - e .!' s X 1/ o SC ILc moo^ 'X lf? SE , i t, RE W ANCHOR . E Y= IAPPINC SMS TAPPING SMS SILL IF . gum! 01 c Q t# 8 1/ 2 SCI SEALAN` ELTk;E! 4. t X EIr i 1 / FIiN, SEALANT BETWEEN SEALAN B---WT"CN TA"Y. S , WI`dTJnW F_ ANC* S _ 1.'i: i IS r ir, - E a t' lEJ!"}' t'! WINDOW FLANGES WINDG` a FLANGES i i LL.N Q MLLLI^N \ $ 'GULL tN Qr E nt 8 X 1- 1/? SELF wn _ +_t a SEE. Lv -; __! rRE. AST S! _ EY L'THERS s MS fL1VU SM.3 DETAIL lVl, ii iLCv PvE ii A— NhLANCHORS: "d/0J!i Lc 7`=-- Quj EA1T XLJ4XSI/8 — 1 X 4 X 2/ TUBE >`IU LIUN / 'UBE MULLION fall 141 i JAMB (I Yr„ i JaF' 3Yp. . uo VC-; ncaTslr j `;.MS :TYR.; — DETAIL I O = 4 j El ftiT' A: i 1, iX 1/C SFi ( - - =i X !/ SLEi_! I \ tIE ED :- ROP ~ l I N i\i Vf`i A. -PING SMS ! aPPING SMS INTERNATIONAL NALINCFLORIDAEXTRUDERSISANFORD, FI; ORIDA 1 ` !TITLE: SE-R. iCCJ/ 1 ~CV != L NGE SHEET I OF c CT7 V K . , . _ Lj N SECT u1NS. - SEALANT 1ET;•: E EN t SEALANT BE T WEEN z r F >, t' r `r F F' 2) FOR _ r T0, T J E L.J ! i1 R ..: D_ tS _ c c FLANGES r s W_h Ciiy FLANi.. 1WIN7f1w _AN_ g MULLIONMLIiit' T,;- " R S' L-A X -1%2 SELF. ` 8 X 1- 1%! SEE. 5 T 3 R.SvL'2E CAPACITIES. . APING SMS TAP; 'NC SMS ' FE DRAWN BY: M j t APPROVED BY: j:=C; IU; f=—P. . i `-; ;U"q — t ! inATV' :)! t : n RrerF.• II nwc: s f i { SSURE CAPACITIES SERIES 1000 1500 FLANGE VERTICAL DESIGN PRE CAPACITY CAPACITY CAPACITY CAPACITY i CAPACITY CAPACITY CAPACITY CAPACITY i CAPACITY 1 CAPACITY WINDOWWINDOWI ; 1 X2X 1 8 CAPACITY 1 X2X 1 /8 1 CAPACITY 1 X2X3/8 CAPACITY 1 X2X3/8 1 X2 7/16x1/8 it X2 7/16X1 s1 X2 7/16X3/81 X2 7/t 6x3/s MULL 1 X4X 1 /8 TUBE MULL 1 X4X 1 /8 TUBE MULL 1 X4X3/8 MULL 1 X4X3/8 TUBE MULL 2X4X3 8 TUBE MULL CALL TIP -TO -TIP ;TUBE MULL :TUBE MULL 'TUBE MULL 4 ANCHORS 2 ANCHORS TUBE MULL TUBE MULL : TUBE MULL TUBE MULL IR4 TUBE iR4 SECTNA A 5 TUBE SECTNA AR6 SECTNA A 6 3 SECTNA-A 7SIZESIZEi2ANCHORS SECT. A -A 1 SECT. A -A 1 !SECT. A O S CT.NAHAR2 ISEC7NAHAR3Ot) SECT.NAHA(3SECTNAHAS SECTNANASSECT. 1 732.42 1336.52 692.83 336.52 732.42 336.52 732.42 791.8 t 11187.72 1791.81 1 1 187.72 11187.72 12 19 1 /8 X 26 336.52 i 19 1 8 X 38 3 & 209.72 317.66 209.72 429.55 209.72 456.46 209.72 456_46 493.47 740.20 493.47 740.20 740.20 13 119 1 /8 X 50 5/8 131.2 3 r -- 1131.231 152.75 177.46 152.75 193.92 T152.75 271.83 359.41 53.9.12 359.41 1 539.12 539.12 14 119 1 8 X 56 1 4 94.13- - 94.13 s- 1-27.29 1127.29 135.81 139.09 135.81 194.97 319.55 460.17 319,55 1479.33 479.33 14 5 15 19 1 /8 X 63 65.97 65.97 89.21 89.21 _ 97i48 r 97.48 --_-- 1 19.85 136.64 282.02 423.03 282.02 423_03 _ 423.03 _- 6 19 1 8 X 72 ! 43.49 43.49 6 58.81 58.81 64.27 64.27 90.09 90,09 : 212.62 212.62 1296.98 _296.98365.75 17 19 1/8 X 84 126.96 26.96- 36.45 36.45 39.83 39.83 55.84 _ 55.84_ 131.79 E 131.79 184.08 i 84.08 Z94A3 H2 26 1 /2 X_ 26 262.87 572.13. 262.87 541.20 262.87 572.13 j 262.87 - 572.13-?618.52 927.78 618.52 927.78 1927.78 1 H3 1 , 6 1 /2 X 38 3/8 157.93 239.21 157.93 323.48 157.93 343.74 157.93 343_74 371.61 557.41 371.61 557.41 i 557.41 1 H4 6 1 /2 X 50 5/8 97.25 97.25 1 13_20 1 131.51 113.20 - 1143.71 1 13.20 i 201.45 j 266.35 399.53 266.35 399.53 399.53 1 1 H45 6 1 /2 X 56 1 /4 69.43 T j 69.4.3 93.89 93.89 100.17 1102.59 100.17 i 143.81 235.70 39.42 235.70 1353.55 1310.65 353,55 t 1310.65 H5 i 26 1 /2 X 63 48.44 48.44 i 65.51 65.51 71.58 171.58 88.01 1.00.34 ___; 207.10 236.83 207.10 1 31.79 f - 31.79--42.99 i 42.99 46:98 46.98 165.86 165.86 t 155.44 155.44 217.1 1 217.1 1 267.38 1 H6 26 1 Z X 72 ; I 19.62 19.62 26.53 126.53 1 28.99 128.99 40.64 40.64 i 95.93 95.93 1 133.99 133.99 1214.02 1 H7 22 26 1 /2 X 84 37 X 26 121 6.75 1 471.7 216.75 1471.75 1216.75 F - - 11471.75 1216.75 j 471.75 1510 1765 510 765 431.36 1765 431.36 P7 X 38 3/8 122.22 185.1 Z 1 122.22 250.32 122.22 1 266001122.22 i 1266.00 287.57 i 431.36 1287,57 23 24 7 X 50 5/8 73.34 i173.3, 1 85.36 1 99.17 185.36 108.37 i 85.36 1 151.91 1 _--- 1 200.86 301.29 200.86 301.29 i 3Ot 1.29_ 245 i 7 X 56 1 /4 51.97 51.97 70.28 70.28 74.98 76.79 74.98 107.65 1176.43 254.07 176.43 _- j 264.64---264.64 i 36.0.1 48.7048.70 i 53.2i 1 53.21 T- 65.43 74.59 153.96 i 176.06 153,96 ---; 1 230.94 230.94 -_ 25 37 X 63 36.01 i37X72 23.47 131.74 i 31.74 1 34.69 j 34.69 i 48.62 48.62 114.76 11 14.76 1 131.61 I, 160.30 1197.41 26 123.47 37 X 84 114.39 114.39 119.46 19.46 21.2629.81 70.36 1 70.36 98.27 98.27 J 1156.97 27 32 53 1 /8 X 26 i 191.61 417.04 191 .61 i 394.49 91.61 417.04_ r 1.9.1.61' " aJ 7.Q4 . 450.85 231. 50 676. 28 1347. 25 j 450.85 231. 50 676. 28 1 347.25 1676.28 347. 25 333 1 /8 X 38 3/8 98.38 14 9.02 j 98.38 201.51 j 98.38 i 214.14 :38 •. ,•4 14 83. 09 1 1_6.h7`` 1.34,00 231.01 01 231.01 34_/ 3 1 8 X 50 5 8 56.23 56.23 - 65.45 76.04 65.45 58. 10 56.73 ' :' `'r 81.44 133.48 T15_ 4.00 1 192.22 231 1 133.48 1200.23 200.23 345 3 1 8 X 56 1 4 39.32 139.32 153.17 153.17 1 1156. 73 1 39.78 i 39.78 1 48,91 1k 5.08 i55.T6 •. i., 1 131.60 1 15.08 1 172.63 1 i 172.63 35 53 1 /8 X 63 { 26.92 1 26.92 36.4Q 23. 45 36. 40 23. 45 25.62 1 25.62 35.92 35.92_ 184.77 184.77 i-_ 97. 21 1 18.41 145.82 36 53 1 8 X 72 17.34 I / _ 17.34 114. 21 14.21 15.53 115.53 21.77 1 51.39 21.77 51.39 171.78 71.78 120.81 37. 53 1 /8. X 84 10.51 10.51 SERIES 1 000 & 1500 FLANGE VERTICAL` FLORIDA. EXTRUDERS INTERNATIONAL, SANFORD, INC FLORIDA MULLION DESIGN PRESSURE CAPACITIES r TITLE: 1jr aN= r r. w ! r 7 r 3LSt- R\ 1 r r Lri1Vl11_ SHEET 2 OF 2 J" i ",, - NOTE: A NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED EACH END. C. DRAWN HY..` DRA 'R P VED H Y. APF. AT. 8) DESIGN PRESSURES GIVEN ARE FOR 1.5 X t`: CCC3' - r ' '^< ? t nr -1 DATE: J i_ t _ , ` SCALE: r V ` 1 _ r; = PG, DWG.: .. M 1 L U 2 FIIl1© 1 WINDOWSEALANTRAMS -- WINDOW RAMEEE" U SEE OTHER SIDE C SHEET 2 OF 2) FOR MULLION & MULLION i 2 DESIGN PRESSURE CAPACITIES 8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS DRAWN BY: MSH APPROVED BY: SECTION A -A_ (5) SECTION A -A rDATE:2/6/02 SCALE: DWG: 1VMFIN SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPA CAPACITY CAPACITY CAPACITY CAPACITY . CAPACITY CAPACITY X2 7/16X3/8 CAPACITY 1 X4X1 /8 CAPACITY 1 X4X.1./8 CAPACITY 1 X4X3/8 CAPACITY 1 CAPACITY 2X4X3/8CAPACITYCAPACITY WINDOW WINDOW 1 X2X1 /8 1 X2X1 /8 1-X2X3/8 1 X2X3/8 X2 7/16X1/8 TUBE MULL 1 X2 7/16X1/81X2 7/16X3/8 TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE- MMUULL- TUBE MULL CALLTIP -TO -TIP TUBE MULL TUBE MULL TUBE MULL ANCHORS TUBE MULL 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS. 6 ANCHORS 4 ANCHORS 6 ANCHORS E,ANCHORS SIZE SIZE 2 ANCHORS 4 ANCHORS 1 2 SECT. A -A 2 SECT. A -A 2 SECT. A -A 3 SECT. A -A SECT. A -A 4 SECT. A -A 4 SECT. A -A 5)_ SECT. A-A(5) SECT. A -A 6) SECT. A -A 6 SECT. A-A(7) SECT. A -A .1 SECT. A -A 403. 67 201.83 403.67 201.83 403.67 - . 403.67 605.50. 403.67 605.50 ° 605.50 18 1 /8 X 25 201.83 403.67 201.83 121 / 8 X 37 3/ 125.78 251.57 125.78 251.57 125.78 251.57 125.78 251.57 .. 2.51.57: ' 377 3.E 251.57 377 E 377,:36 18 131 / 8 X 49 5/ 91.61 129.63 91.61 178.41. 91.61 183.23. 91.61 183.23 183.23 274.84 183.23 274.84 274.84 14 18 18 1 /8 X 55 1 / 81.45 92.98 81.45 127.97 81.45 136.55 81.45 162.91 162.91" 244.36 162.91 ` 244:36 244.3E 145 18 1 /8 X 62 65.1E 65:16 71.88 89.68 71.88 95.70 71.88 135.52 143.77 215.66 143.77 215.6.6 215.66 15 18 1 /8 X 71 42.96 42.96 59.13 ` , 59.13 62.15 63:09 62.15 89.35 124.30 186.4E 124.30 186.4E 186.4E 16 17 18 1 /8 X 83 26.63 26.63 36.65 36.65 39.11 39.11 52.64 55.38 105.29 128.92 105.29 157.94 157.94 315. 32 157.6E 315.32 157.66 315.32 315.32 472.98. 315.32 472.98 472.98 1 H2 25 1 /2 X 25 157.6E 315.32 157.66 1 H3 5 1 /2 X 37 3/ 94.72 189.44 94.72 189.44 94.72 189.44 94.72 189.44 189.44 284.17 189.44 284.17 i 284. 17 1 H4 5 1 /2 X 49 5/ 67.89 96.07 67.89 132.22 67;89 135.79 67.89 135.79 135.79 203.68 135.79 203.68 203.68 1 H45 5 1 /2 X 55 1 / 60.08 68.58. 60.08 94.39 66 08 ` 100.72 60.08 120.16 120.16 , 180.24 120.1E 180 24 180.24 1 H5 25 1 /2 X 62 47.85 47.85 52.79 65.8E 52:79 70.28 52.79 99.52 105':5$ 158.37 105.58 158 37 15837 1 H6 25 1 /2 X 71 31•.40 31.40 43.22 43.22r, " 45:43 46.t2 : 45.43 65.32 90.87 136.31 90.87 136.31 136.:31 1 H7 25 1 /2 X 83 19.38 19.38 26.67 26.67 28.46. 28.46 38.32 40.31 7664 -' 93.84 76.64 114.9E 1.4:6 260 130 260' 130 260 260 390 260 390 390 22 36 X 25 130 260 130 23 ' 36 X 37 3/8 73.30 146.60 73.30 146.60 73.30 146.60 73.30 146.60 146.60 219.91 146.60 219.91 219.91 24 6 X 49 5/8 51.20 72.44 51.20 99.71 51.20 102.40 51.20 102.40 102.40 153.60 102.40 153.60 153.60 245 6 X 55 1 /4 44.97 51.33 44.97 70.65 44.97 75.39 44.97 89.94 89.94 134.91 89.94 134.91 134.91. 25 36 X 62 35.57 35.57 39.24 48.96 39.24 52.24.. 39.24 73.98 78.49 117.73 78.49 117.73 117.73 26 36 X 71 23.19 23.19 31.91 31.91 33.54 34.05 '- 33:54 48.22 67.09 100.64 67`.09 100.64 100.64 27 36 X :83 14.21 14.21 19.56 19.56 20.88 20.88 56.21 68.83 56.21 84.32 84.32 229. 84 1 14.92 229.84 1 14.92 `- . 2Z9.84 229 84 344.77 229.84 344.77 344.77 32 52 1 /8. X 25 114.92 229.84 114.92 33 2 1 /8 X 37 3/ 59.01 118.02 59.01 118.02 59.01 118.02 59.01 1 18.02 1 t8.,02 177.03 1 18.02 177.03 :: 177.03 34 2 1 /8 X 49 5/ 39.25 55.54 39.25 76.45 39.25 78.51 39.25 ys 78.51 78.51 117.76 78.51 117.76 117.76 345 2 1 /8 X 55 1 / 34.02 38.84 34:02 53.45 34.02 57.04 34.02 68.05 88.05 102.07 68.05 102.07 - 102.07 35 52 1 /8 X 62 26.59 26.59 29,33 36.60 29.33 : 39.05 29.33 55.30 58.67 88.00 58.67 88.00 88.00 36 52 1 /8 X 71- 17.13 17.13 23.57 23.57 24.78 25.15 24.78 35.62 4956 74.34 49.5E 74.34 74.34 37 - 52 1 /8 X 83 10.38 10.38 14.29 14.29 15.25 Y5.25 = - 20.53 21:59 41.0E 50.27 41.0E 61.59r. 61.59 . SERIES 1000 & 1500 FIN VERTICAL S INTERNATIONAL, INC FLORIDA EXTRUDER SANFORD, FLORIDA MULLION DESIGN PRESSURE r CAPACITIES SHEET 2 OF 2 w 4 TME: DESIGN PRESSURE 'CAPACITIES F I N F9E 2Q Z VERTICAL MULLIONS SER. 1000 1 S00 NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW DRAWN BY: JBH H. APPROVED BY: FASTENERSREQUIREDATEACHEND. t` Rl f1L CI!_Ai. Pf?g-CCI IRI: C (:IVFN ARF MR l _5 X n- inc in-- INSTALLATION ANCHOR — DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR 8 SCSHIMASRE'Q'D 1sTWO BY up 8 SCREW w SHEATHING ( SEE NOTES) 1-1i8 MIN. BY OTHERS TWO BY WOOD BY OTHERS EMBEDMENT BY OTHERS CAULK BETWEEN DOOR FLANGE TWO BY WOOD SLIDING GLASS - SHEATHING BY OTHERS DOOR FRAME CAULK BETWEEN JAMB. HOOK STRIP & SHEATHING SLIDING GLASS DOOR IL . HOOK STRIP SHIM AS, REQ'D. 1/ 4' MAX. (SEE NOTES) SHIM SPACE INSTALLATION ANCHOR E1-1/8" MIN 1- 1/8' MIN. p8 SCRE W _ EMBEDMENT EMBEDMENT - TEMPERED GLASS STUCCO CAULK BETWEEN OR SIDING cTYP.) DDDR FLANGE BY OTHERS 8 SHEATHING SLIDING GLASS DOOR FRAME HEAD PERIMETERSHEATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING. BY THERS. CAULK BY TEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) OR SIDING STUCCO OR. SIDING GLASS ( TYP.) I I G G Y OTHER BY OTHERS B ERS IN D N LASS Dp R INTERLOCK DOOR F 1r;d''r.:. T? HEIGHT SECTION B—B HOOK STRIP DETAIL 1 A 3 I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) 08 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN- EMBEDMENT. OF 1- 1/8' INTO WOOD. 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 3 JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. SLIDING GLASS / 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT DING FRAME / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. SILL B B PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN.. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASSINSINGLE-GLAZED OR INSULATING GLASS. p 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) ` SHIM AS REG-D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS A 13) WHERE " x' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED. pNFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE .SHOWN ON THIS DRAWING, HOWEVER INSTALLATION EXTERIOR ELEVATION EMBEDMENT SECTIONS 'A -A', ' B-B' 8 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED D 4 CONFIGURATIONS. a c 1- 1/4' MIN. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. 0 p REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY FLEIR CAULKING. UNDER SILLiNT, INC. SANF: ORD FL, OR SET SILL. IN BED INSTALLATION ANCHOR OF CONCRETE 3/ 16' .DIA. TAPCON TITLE: SLIDING GLASS DOOR INSTALLATION WITH 48 SCREWS SECTION A -A j DRAWN BY: BB APPROVED BY: F SCALE: NTS DWG #FLEX0027 SHT 1 2002 : ATE . 12/17/01OF 250 INTERNATIONAL PXV SUITE 250. ATHRO , FLCIRIDA. 3 _ 07-805-0-65 FAX -805-0366 ooco ocn n oonrn rT eaW if.AT10N ENGENEERING. INC.. Y., S HE v 2746 < - AX407 ` I. r 8 SCREW INSTALLATI N ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JA1,IB QUANTITIES IN EA. HOOK STRIP DOOR. UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF T 61 PSF TOSIZEANDSIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF.,., 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, XO 60. X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX; XO 72 'X 80 8 8 8 8 8:8:4 4 4 8068 XX, OX, XO 96 X 80 10 10 _ 10 8 8 8 4 .` 4 4 10068 XX, OX XO 120 X 80 12 12 12 6 10 10 10 5 5 5: . 5080 XX, OX, XO 60,X 96 6 6 8 8 10 l0 10 5 5 5 6086 XX, OX, XO 72 X 96 8 10 10 10 10 10 5 5 5. 8080 XX, OX, XO 96 X 96 10 12 12 10-- 10 10 5. 5 5 10080 XX OX XO 120 X 96 1 6 6 12 12 12 6 6 6 50100 XX, OX, XO 60 X 120 6 8 8 12 12 12 6 6 7 60100 XX, OX, XO 72 X 120 8 0 12 12 12 6 7 8 80100 XX X XO 96 X 120 109 1/8 X 80 12- 12 12 8 8 8 8 8 ` 4 4 4 4 4 49068OXO 12068 OXO 145 1/8 X 80: 14 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16: 16 16 8 10 10 5 5 5 9080 OXO 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 120.80 OXO 145 .1./8 X .96 14 14 14 10 10 10 10 5 5 5 15080 OXO 181 1/8 X 96 16 16 16 12 12 12 5 7 8 90100 OX0 109 1/8 X 120 12 12 12 12 12 12 5. 7 8 120100 OXO 145 1/8- X 120 14 14' 14 8 8 4 4 4 9068 XXX 106 5/8 X 80 12 ' 12 12 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14. 14 8 8 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 8 8 10 4 5 5 5 9080 XXX: 106 5/8 X 96 12 12 12 10 10 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 5- 5 15080 XXX 178 5/8 X 96 16 16' 16 10 10 10 6 7 8 90100 XXX 106 5/8 ,X 120. 12 12 12 12 12 12 7 8 120100 XXX 142 5/8 X 120 4 4 14 12 12 12 6 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8. 8 4 4 4 16068 OXXO 191 5/8 X 80 18 18 18 8 8 8 4 10080 OXXO 11 /_ X 12 12 12 1 10 1 1 10 1.0 5 :::5 :5 12080 OXXO 143 5/8. X 96 14 14 14 10 5 5 16080 OXXO 1)1 5/8 X 96 18 1810 10 6 7 8 100100 OXXO 119 5/8 X 120 12 12 12 12 12 12 7 8 120100 OXXO 143 5/8 X 120 14 14 14, 12 12 12 6 7 8 160100 OXXO 191 5/8 X 120 18 18 19 12 12 12 6, 4 10068 XXXX 11 1/4 X 80 12 12 12 8 4 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 8 8 8 4 5 5 10080 XXXX 117: 1/4 X .96 12 12 12 10.. 10 10 5 5 5 12080 XXXX 141- 1/4 X 9.6 14 14 14 1Q 10. 10 5 5 5 1.6080 XXX-X 189 1/4 X .96 16 16 16 10 10 10 5 7 8 i00100 XXXX 117 1/4 X 120 12 12 12 12 12. 12 5 7 8 120100 XXXX 141 1/4 X '120 14 14 14 12 12 12 .5 7. 160100`'XXXX 189 1/4 X 120 16 16 19 12 12 ' 12 5 ANCHOR-.NOTES: 12 FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTLTIECIVIL scA`E: N.T.S. °"G' "o- FLEX0027 REV- LETTER: SHE ETREG. 47182 1. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE veRIPICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF -THE -SUB-CONTRACTORS. EACH 51JB-CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNI5H ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JUR15MICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = I'-0". ALL I"1X11 PLANS ARE DRAWN TO THE SCALE 1/5" = I'-O", EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/I6" = ENGINEERED BY: VANGARD & X & JACOBS HOMES 8 Y ¢ E N T E X KVIRRICANE ENGINEERING 407) 774-9003 FAX: (407) 774-547-7 P.O. BOX 161613 ALTAMONTE SPRWGS. FL 32716 TW*AAS L ANDERSON PEO 47819 BASIC WIND SPEED = SO M.P.N. (FASTEST MILE) 110 M.PJ4. (3 SECOND 6AZT) WIND IMPORTANCE FACTOR = 10 WIND EXPOSURE CATEGORY = 15 APPLICABLE INTERNAL PRESSURE COEFFICIENT t OJ6 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 -15 PSF ROOFS = +20 , -20 PSF 30 PSF AT OVERHANGS) SHEET NO. SHEET NAME C — COVER SHEET Al — FOUNDATION PLAN & DETAILS, WALL SECTIONS A2 — FOUNDATION DETAILS, CONT. A1.1 — FLOOR PLANS A3 — EXTERIOR ELEVATIONS A4 — ELECTRICAL/HVAC PLAN, INTER. ELEVATIONS, PLUMBING RISER DIAG., ELECTRICAL RISER DIAG. A5 — LINTEL DIAGRAM & TABLES A6 FLOOR & ROOF TRUSS LAYOUTS NOTE: SHEET A6—A.1— W GABLE DETAILS) A6.1 — STRAPPING SCHEDULE S1 — GENERAL NOTES & DETAILS S2 — CHIMNEY, STAIR, &REPAIR DETAILS S2.1 STRUCTURAL STAIR DETAIL S3 — OPT. CVD. PORCH DETAILS, OPT. STAIR RAIL DETAILS N00 2003 dedpbd by: nl . drawn b1c dmr dealp ctgcimd bjr awrr deli 01.72-01 sheet C Of. R-IB 1/l" DRY W DOUBLE 2X- TOP PLATE 1/2• DRYWALL OVER w PURRNG OVER R-5 INSUL. UANC0W UNIT 3-V2• CONC. SLAB Um5EIa1E5H OVER OVER 6 MIL VAPOR BARRIER OVER TREATED, COMPACTED FILL _T RBERGLAS6 SHINGLE6 OVER B• FELT OVER 1/I6" OBB OR V!" CDX WOOD TRUSSES STRAPPED A6 6HOWN ON TRU86 LAYOUT PT. DQ OVER DO CDR OVER 2X6 SUSFASCIA III( COW. ALL'L V N!"ED-SOFFIT DLL 2X6 HEADER FOR 4'-6• MAX OPENING, DEL 2XIC HEADER FOR W-9" MAX OPENING UN.O. WINDOW UNIT - 2X WOOD STUDS + 16" OL. W/ R-U INSI$_ l/B" STUCCO ON MTL LATH OVER 150 FELT OVER T/IB• O.SB. OR V2• CDX 2X BOTTOM PLATE ON 3/4" T4G PLYWOOD 2X4 CCHT, BAND BOARD FLOOR TRUSS STRAPPED AS SHOWN ON TRUSS LAYOUT R-19 I=SUL V)= DRYWAL DOUBLE 2X TOP PLATE 2X4 BOTTOM PLATE OVER 3/4• T 4 G FIBERIr3t..4SS 6"INGLE6 OVER 6•FELT OVER 1/S• DJ5J5. OR V2• COX WOOD TRUB6E6 67TZAPPED AS SHOWN ON. TRUSS LAYOUT w P.T. OVER NZ CDR OVER 2X6 SUBPASCIA WI/ COW. ALUM. VENTED SOFFIT DBL 2X6 HEADER FOR 4'-6" MAX OPINING DBL. 2X FOR W-9" MAX OPENING. UND. WINDOIU UNIT 2X - WOOD STUDS • 16roL. W/ R-I NSUL 1/6• STUCCO ON MTL. LATH OVER 60 FELT OVER 1/16" 050G. OR V!• CDX Vl• DRYWALL—v LINTEL BLOCK W/I •5 BAR 2X P.T. Bin DBL 2X - TOP PLATE FREGAST UATN (U • 5 PLATE W V!"XS" DBL 2X8 HEADER WNEN 6 FT OR GREATER AB. 32" O/C FOR 4'-b• MAX OPENING. DEL 2XIO PRECAST CONC. SILL 3-V2" CONC. SLAB HEADER FOR -%" WFNBERMESH OVER MAX OPENING UND. MAS. FINISH OVER - OVER 6 MIL VAPOR UNITCMBLOCKW/9 DOWELS BARRIER OVER TREATED, WINDOW SHOWS LOCATIONS CH FOIRIDATIGN PLAN COMPACTED FILL STUDSW"OG. C I GRADE 3 • 5 BARS 2D" 1 WALL SECTION — FRAME OVER CMU V1D TWO STORY V2• DRYWALL OVER DO INSULATION 3Va" CONC- SLAB W/ FIBERP'ESH OVER 6 MIL FIBERGLASS SHINGLES OVER F• FELT OVER 1/16" OSB WOOD tRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT P.T. Dd OVER D03 CDR OVER 2X6 SUBFASCIA WI/ COW. ALUM. VENTED SOFFIT DLL 2X6 HEADER UNLESS OTHERWISE NOTED ON PLAN 2X WOOD STUDS • 16• O.C. I/S" STUCCO ON MTL LATH OVER 15• FELT OVER 111b" 2X BOTTOM PLATE ON 3/4• TIG OJ48- 2X4 CONT BAND BOARD FLOOR TRUSS STRAPPED AS SHOWN ON TRUSS LAYOUTLINTELBLOCK UJA - 55 BAR LINTEL SCREEN OVER. TERt1ITEc-- - 11 _MASOM2Y FINISH TREATED. WELL OVER Cl'1U BLOdG COMPACTED FILL 9 II'. BLOCK W/ftBA8400 1 LOCATIONS ON FOUNDATION PLAN A. i+t t , (• 1p GRADE 3 •5 BARS 40' WALL SECTION-® FILLED CELL -TWO STORY WD STEM WALL - SINGLE LINTEL 4 - J H GRADE 4O" 3 •5 BARS 1 WALL SECTION -FRAME C TWO STORY 3\" C. SLAB W/FIBERMESH O 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL CMU h 1 tI GRADE 3 / 5 BARS L. - 1 MONOLITHIC SLAB - CMU TWO STORY 3._ lY CONC. SLAB W/I RFWESHOVvtQNt6WILVAPORBRIER OVER TREATED COMPACTED F U. VARIES 3 / 5 REBAR C T. 10" 10" AA DEPRESSED SLAB BEARINGO GARAGE TWO STORY 3\" W/FlSETMESHOVE/RCMSLAB, VAPOR BARRIER OVER TREATED COMPACTED 1— Tor 1 10" 3 / 5 REBAR THICKENED SLABBWBINGALL CHAT TWO STORY A LIHIB FILL W Am E1WT. ff1 i 1 VE7iirM. REBAR SEE RAN SINGLE COURSE LINTEL 3/N =1 -0 3\' CONC. SLAB W/FlBERMESHOVER6MILVAPORIARBER OVER TREATED COMPACTED FILL 5REBAR CONT. GRADE j XA' X THICKENED SLAB NON BEARING ENTRY - CONC. PATIOS NON LOAD BRG. WALL 1 / 5 REBAR CONT. 3 1/2" CONC. Vl OVER 6 IBERMR. _ E VAPOR BARRIER OVER TREATED COMPACTED FILL DEPRESSED SLABZ NON BEARING O GARAGE MIN. LAP CORNER BAR WI( STD. HOOK 5 BAR 5 HOPoZ. BAR CONC. FILLEDC!'J TOP COURSETO•5 CHAR BLOCK - W/I. R BLOCK UNDER FRAME L BR LINTEL BEAM REINFORCING FOUNDATION DETAILS & WALL SECTIONS; r;- MONOLITHIC SCALE' 111C r RVIRRICANE ENGINEERING 407) 774-9003 FAX-- (407) 774- 8477 P.O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 1H(WS J. ANDER SON PE/ 47819 MAXIMUM SPACING OF FILLED CELLS LW--P aMM CELLS THAT CAN RES15T A IM M.P.H. LOAD. DE5r.N WALL FRE5SURE T - 22 PSF MAXIMUM ALLOWABLE TENSION ON H13LLOW MRE UNITS 15 25,Pal. - ALJ. 53I TABLE 113.1 SECTION PROPERTIES 8' PARTIALLY WALL = 95.43" 41MONAR'/ .. ) M - rd•1 /a 5 = WL•L.)02/ NXT = 95.43 1 = IOA U5E 8'-0" FORIZ. SPACI16 - 9' " CEIL TMX = 131 USE 6'4O" HORIZ. 5PA W.: '-0• lO 1 USE 6'-0" HOWL SPArJW - ATJn LIRE. W O) 65 p Fs II R[r-TUIRE HAS 1AI'10IMUPGUSTS, RE{31EWTSTHTSTAPIDARD DUMS I v! ZQ — j . Up", wZ ZOO 0 F— — O Z O J E0 LL O LL aeVMonX ak - a.. nyc dealpKd bT! N drewN by-' Anw Aesl®1 dlada•d pY• eww Qalec 01. 224M sheet Al Of ANCHORAGE TAPCON: BLOCK TO EXT. FRAME SHEAR STRENGTH X CONNECTION (TYP. SPACING) TAPCON: 3/16" ® 12" 0 EXP. BOLT: 1/2" ® 48" 0. SHEAR STRENGTH ANCHOR LIGHTWEIGHTFANCHOREMBEDMENTHOLLOWBLOCK 6" 1-1/2" 846 LBS. 1-1 2" 1075 LBS. J-BOLT: 1/2" 048" O.C) TEST REPORT # 150-20068/ PROFESSIONAL SERVICE INDUSTRIES,INC.SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL INFORMATION I I EXPANSION BOLTS: RAWLS PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL—BOLT GROUTEDMASONRY 2.5 1/2" 1.5" 761 LBS. 1765 LBS. RAWL—BOLT CONCRETE 3" 1/2" 2.5" 1831 LBS. 2537 LRS. DETAIL DENOTES PIPE PASSING THROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOOTING 2 SIZES THAN GROUTED SOLI PIPE PASSING THROUGHAROUNDPIPE SLEEVE SHALL BE SLEEVE 2 SIZES LARGER THAN PIPE PASSING THROUGH THICKENED SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY ,Y 5 REBAR WITHIN FOOTING; CONCRETE FOOTER W1 25" MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE)' TYPICAL FOOTING DETAIL by- d.- deign chocked by.- d.W m-=41 BEDRII "3 V FLV CL4 CAM'et "R SH-25 SH-25 2V -24) (+22/ -24) EGRESS 'i EGRESE. eR 11 II BEDRM 02116' FLAT CLfi CARPET FLR MAO pup VFWa& CA RI S RR Nn i F"•E E, V1• - LPLYANtt 2a6IG; ugtiba 1 KEM&L 1 1-R F 6 T06a _- 1 q I ... .4 BA BATH 02 Lea mT4 V nAT CLG 3666 3Lse 11D1 wnnR aICOFR F a 9E'1W1L ` M6a NOTE. AIR WJNDL.ER TO HAVE a &D — ____ / MROF 4• CLEARANCE CN ALL SIDES AND ENCLOSURE SPACE 64ALL BE MIN. W WIDER THAN APPLIANCE CLOSET t OOR W/ OPT. BED OGM 64 MASTER BEDRM G 00 CAFLATCL CAWET FLR T CV. FLR 6'-3 1/R" FT RFSS m cWOL SH-25 DBL- 28)- 25 (+ 22/ -24) W. SH-25 21/ (+ 22/ -24) EGRESSTI SH-25 22/ -29) PARTIAL FRONT ELEVATION 15" • MASTER BEDROOM ENTRYWAY UVW. SEAT vmw pr l w DBL- VC COB RJX9 HATE WILWKSEAT T V-4. 40 Fa ELEV. B ONLY) 22/ -29) II II SCALE . III'- r-o" nraFLOOR ELAN NOTE - EXTERIOR WALLS WERE VERIFIED ALL BTRJCTURAL WOOD +EADBRB SUFFICIENT FOR SHEAR LOADS To BE DOUBLE z- x W- IKE" NOTED 0THER1I6E NOTE: ALL INTERIOR WALLS TO BE 3 612' rt LEGENDI1E56OTHERWISENOTED. OUNDATION PLAN FORNOTE: ELEVATION 'A' SF40M CELL LOCATION. 8' 0' AFF. BRCS U14L L. i affFOR HB 14'-3• _ 6'-B• '-r SW23 22/ -24) I KITCHEN V RX aA ulkO IOOD 7YL14:LR 11 VHFL i 511F3.v1Y. 1 1 7a6a 1 1 LAUNDRY 'P 9 RAT M& ; jl VWL 1 I i1 Y II am UALL DINING W V FLAT a& CARPEL FLR 3 in J m Q N Q' W 44 STOP Blaa W&L LIVING RM V FLAT a& CA WO FLR r DBL-25 21/ -28) KRICANE ENGINEERING S'n 77+-K03 FAX (.07) 774-M77 P.0. RIE SPBOX161613ALTMIOR91K. FL 32716 TMWMS A. ANOERSON PE/ 47619 5H- 25 SW25 22/ - 24) 1 (+22/ 6DX6- 8 ffiE 21/ - 23) NOOK r FLAT uG rNTtFL" FAMILY RM 1 V FLAT LTG Is; a6e WrC VAU I O T OPENM CHASE FOR AIG LW — a 2- GAR GARAGE 8' F"T CLG CLNC FIX 16' X T 0-H.D. 019/ -23) -'1; "16 1 . h — •• _ HALL/ STAIR WELL STAIP, INFOPMATION HEIGHT, 9 4" 112" EACH TREADS, , 01 NOTE: SEE STAIR EIETAJL i SQ. FT. CALCULATIONS Ist FLOOR IM2 !II 2nd FLOOR 1441 >R TOTAL LIVING AREA 2509 >a LANAI 0 * ENTRY 154 OTHER 0 TOTAL AREA pV 20 UNDER ROOF 1 # PATIO _ TOTAL AREA ' ` vim- 2'391: $ z O O ILL V e i s O fit ss lifN Hall era d— by: d Ln6.. a er..ee dbK 0,-22-0, Sheetp A2of. LEFT 51E ELEV- SCALE _ is r-0= s t t t t t t a>•t r t t PrYs: PtTru TO BE i te."MFM If - FASMS TM ROLE /WD T WAMM I" AM CF DME R IV HOFW fA Y. ROOF p rai I i s 6* 4F-- 4 9,_{ yd. ;p FNI5H OPf MAN WtVM e' -- TRW BEARM r -, R1GkT SIDE ELEV. SCALE = 4s•= r-O' Q z O Q w J w w w O N we drawn by: do dmW ctiectsAbjr. wwNr ht d 014201 N® 0 ENE3MEERINCi A3-A sw urs..wa w arw of. s I-.- -- . - - CELM FAN PREEMCF0 EEFH -- O.M.UF, 1 0.6 r xn T35 C ] CFIt CLOSET t DOOR OFT. BEDROOM! FAN(BTDJ SCALE = 1/4. = 1'-0. j CEII.W. FAIL (STDJ RIO ELECTRICAL LEGEND O DM DC REC. EXPAW FAH I Tam VOLT Wa atop DETECTOR r. r1P WATER PROOF REC. e9CKE DEtECTOR Mau momW p GF371d4DFaLTF£C, PNOIIE p TELtvtalcN h 8MC"M RE-_ o JBI"BQiC DIBCQw= cT I—4 RAMSC@R FM 0 FLOOR CURET TRACK LrA4tM e ct4 3 WAY SWC14 ROOD LIGRT J WAY SWTO4 EC. YO. CEILM FM Q" POWR mn" DOOR BELL RECEBBED MAR((/ RECESMD LKW(VAPOR PROOF) ti CET.BX FAN 11111E m NIP CH OWho 'PAP H. t SCALE = 1/ 4' - 1'-0* 1 IR' VTR I ur 1 V2' 2' VIP. LAV IVP VA' V. TR jCL CQB. WV IW 2' KS. r 3' r r wn LAV I VA' 3• 2' - 3' SAC. ' 3' 4' 25011 PL. UMSING RISER O 2 / ® SPR CABLE TDIRS WA RACE asns 1 M o DRIER I J wa PANEL WL APP. RA2 W5 LK. M C1R IM24 OFS 4 BARE cil izRisan ENGINEERING vim"•' re wsr»-w ra. dad 13 n N ann $ R N O W m ( mp lu u = o. O a lei Z < Q o Q I. l W 1 cr- U U Z U V J W W des(DnW by. FA Easier by-- a m aesW. checked cr: e Eat („-22- M sheet d V CUMM ROD 250q ELECTRICAL RISER DIAG 150 A 4 W VI - E Of. eAO .c 02 rr illy t. rflP l td3 u.,g, i a Gov 1t0 i.. Lii©lv EF: j. I'II.Cl' NOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS C it pr _1 Intels = MOO gt of ft gout =: I 3i8• p gegpte 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4. rrirrrQfo. Illy unitstall) per ASTML"90 v 1liQURnl net "IMI CDIT31'e55NE sLPeflgih = 190o psi. g Reta provided n precast Intel per ASTM. A615 GR 30. Field retry per ASTM A615 6R4O or6R6O. 6, Prestfesseeqq strand per ASTM A4I6 grade 2-C low rerclxatlah. 1. V32 wire p1a ASTM A510. 8. t1rdtLY pet ASTM [2lD type M or 5. GENERAL NOTES 1. FI-wde full 11a hx head and bed _1nts. 2 Store filled Intels.as required. 3 mstaUabrn of Intel trust 1:.1TQIy with the architect rol crld/or:structural drTm gs. 4. Lntets are noruflztllred with 5-1/2' 1" rntrhes at the,ETKI rtttna tooccodotevtsolcell f-EnFOrrs g and =L Inu g: F. All Inlets meet or 1 eed. L/360 venial defrectan, eaacept Intels Il'- 4* and Hager with a licindI height of 8' meet or exceed L/180. E, 19ottorn field added rebct to be located at the bottom GRAVITY L W.TN _ 7Y aab er+ 4'- 4' (52) F'R PST N89 EAI 319 2982. 3954 4929.. 9iO4 GBBO iB2' 1 3412 4982 64-U 1941 9416 IM18 4'• ( 54') fi26A5T 95l 1449 2182 2114 MOO 4481 5315 6254 f0234124982541219419416to15'- 8' (68') PRECAST l85832 G02 1i°D 2058 2566 37b 3585 1®" 2162 4014 G412 655 5614ri 5'-10'(l07 PRl3=P.5T GOO 1449 FIN 24M tam OM M51 Mi 64-. 6516. 54M(80) PREiAST8Z2901 KT 23325632z33rQ 90116T1.29334100 6'13O..-BIT. 1907 F'REiAST 66s 2252195E24.9 2944,64 8T, zap 3fl9 5492 6524,9'$' A ) PRECAST 311 420 834 053 Oil 842 16M 97B W91 I 2n9 MM I 3595 1 2815 Of tie Intel E.(7A'. Ir32• chaster "Ire Stirrups are welded to the bottom Steel for 8" PRECAST WZ 2 RECESS DOOR U-LINTELS tllalnanical cricharix '. 8. Cast-rrplcre cartete may be provided th r", posnte Intel in lieu Of corrr-ete mosont'y units. - 9 Safe load ratNlgs tacged On rational design [ancilysis per ACI318andACi530SAFE L11AI7 TABLE NOTES 1. All values t7 On mnmun 4• ban 019. Exception. Safe Inds for unfilled Intels must be red ir-ed try 20% if becrng h3x 5 less than 6-1/2'. Safe loads for all recessed lintels, based on 1", Cut bearing. 2. N.R. = Not Rated. 3. Safe Itx1 CM fatal supertr used olbwoble food On the sectan specified. 4. Safe loads tared On grade 40 Or grade SO field I etra . S. Additional lateral load .copacity can. be oI I ned try the desgrer try providing addlolol reinforced mosor" obove the pra05t Intel. 6. One WI rebar tray be substituted for two a5 reb)r5 in 8" Imtels Only. 1. The designer may evoluote CEMEMb led Ifrom the safe load tables try calculatmg the moxm " resisting mlxnent and shoor of dtaway from the fcce of `' fit. 8 For to 1-1 he t not shown use safe food from next lower he Cif" 'B UPLIFT LEf6TH+ TYPEr9- 124 awmvffBar6 erals M2) PR AST.5-0 248 3260 4N2 4%1 5875 932 932 IBM 2339 310 40M MO 154) PRl3= A5T Ism 231i 30. 3931 4-M wn Ma 143a 2240 3 % 3 n 4643 5453 T,_ IM MIS 2423 3 M 3689 4325 5OI SOI 102 n41 239r 2918 3503 42M(M) PRECAST nr3B. n42 2352 29E6 3 81 4R8 4fi9 469 896 099 mm 2288 zem 3491 406 8O) PRECAST Be 21342 2513 301 3642 e30 nm MM R81 2504 30MPRECAST L925 iea22BO7193227r0941EU:112wiz n62 2225 2690 351 PRECAST 8D8 1I23 146 1104 M95(Ilfi) 516 614 1 I1aB Compost 1tr 5 . 9. All sore loads n units Of pounds. per linear foot. *REDUEE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY tfHCDI 2'- 10'( 34 J PR AST M73 W99 MM 9004 104V N-M SIFT. 44M 603R MM 9D04 MWM 119% 715' (471 PRECAST 333 3M 46M Mot 05 8EM 41 99 23C14356 448 FXM 15M 9a04 0412 09% 4'-0' ( 4B) pRgAST ZO 2325 24% 3461 4435 5410 6334 M58 2646 44• M ME34 MM cM4 0412, 99% PRECAST 165t r1B1 R6 2E51 34M 4149 48% 5644 21-0 4021 6039 1525 9004 10412 9r68 5'-4' (54') PRECAST 1184 I 801 WM 23n 2BZ6 3846 1665 28M 60% 1 5400 6424- 1450 5'-10"(10) PRECAST 9l2 KM KM 1414r2.E3M 2121 3311499 2464 4M4 52M 6122 6'-6' (l8) PR i'ST 95 U55210 32EO 3" 4585 U55 201 3396 89-6 68'0 l'-fi' (90°) PRECAST, - g-1 1029 GIs 23Ya 2886. M33 029: 6.15. MID F E613. 5041 9'-a' (II2•) PRECAST 5- E82 1044 t4rl9 1"54. 2EM 1E,8. RI2 IBIB 40M 321 IO'-6YI267 PRECAST 455 482 Na 3a6 535 65B IF2 025 514 31302404 li'-4' 036') PRECAST 445 598 935 n3E5I n854 29m rFa 2a15 59B 995 1365 1 054 2" M95. 4044 12'-OY144) PRECAST 414 545 8E4 a54 1689 2014 I. ISM MM s55 864 Q54rW_ 2211 2B32 35913 13'-4.060) PREC ST 352 471 028 rz24 w18 485 148 0' 6 2343 292a la'-O•(If 8^1 PRECAST g a 648 919 1462 MI R60 495 MO oD3 n1.4 2W 26% 14'-8' (116) PRFS NR ir2 iR . rR 465 165 am 2610 3B5 3r65 IS'-4' (184) N.R. NR NR nR NR NR rR42OR50 2310 2890 340n'-4' 208") PRESNRNRNRNR1R 30 S 95D NOO IBm 2200 2600 R'-4' (232) PRES N.R. NR rsx NR NR iR nor NR 2411 400 IM 091) MOO n20 2rI90- 21'-4' (256) PRE5 NR NR NR tR NR NR NR W lea MO BID 940 1340 n80 2110 22'-0'(2E4) PRE5 N.R NR NR NR W NR NR IR IEO 3 510 81D em 60 RO ZV-o'(288) 1 N.R. NR NR NR NR NR NR NR 240- 4-0 l20 03O MM rAO REDL1__E VALUE: BY 25% FOR BRADE 40 FIELD REBAR NOTES: ALLIED LINTEL TABLE,S..] MATERIALS $ INSTALLATION I. retir in precast lintel. GR60 per ASTM A615 - 2. reran in poul'I baeam GR411 per ASTM A615 - 3.1t for pprreeL[aasst lintels =4013OPsi 4.-ft for fed concrete =3000p5i 5. concrete mOSU" units per ASTM C-90 6. orA10 ie M a5 uastry. RctrrdON win. . P. E., Rddle-Newlal Engineering Inc. 1. shore all-carQositP Inters 4' OL. 8. all rrn>poslte tleur6 calculated with 1+15 9. snvFe os Oca, ed art nomcnl 8' beat 4 mnirm". 10. Ott 11 shown n pounce per linear foot 11. For Iagthen rat 15 use next longer length for safe load FIELD MBAR 45 GR 40 m Q ar ' + C11A Jd a ..: ^• . Q Q CONCRETE FILL ul Q FIELD REBAR Q "5GR40 J r 1-5/ 8° ACTUAL ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED• A-1 210' BS49 625-1 10125 12000 12000 IMOO 12000 12000 A-2 - 3b' 3838-. 3856 9231 ASS2. 11440 12000 12000 12000 A-3 48" 2081 1914 3%_1 4616 6186 1259 8601 9924 A-4 510' 1128.. 1080 1810 2483 333G 39t3 45M R A-5 lb' 902 1055 1844 2542 3294 4029 4140 5522 A-6 9'4' 655 636 1112 1534 1994 2436 2902 E346 A-1 111b' 489 483 84'1 11-0 1522 1851 2211 2956 A-8 11'4' 502 512 1125 Ism 2002 245S 2931 3389 A-9 um 421 488 900 1224 1504 1958 2%0 2121 A-10 13'4' 393 419 ll4 IO53 13BI 1592 2024 2941 A-11 1410' 342 313 690 1 938 1233 1510 008 2091 A-12 14'8" 3138 334 618 842 1108 1352 1624 1819 A-13 1l'4' 2-12 285 4% fill 808 988 1188 1380 A-14 19'4' 1 25O - 1 395496 850113E 1408 1698 1980 A-15 20 0' 225 365 413 184 1052 13JO ISlO 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8' X8' UNFILLED FILLED 6LLED FILLEDFILLED FLEDFILLED . nLLD" FILLED FILLED- FILLED FILLEDFILLED 8'X3Y FILLED LATERAL LARD 8X8FILLED A-I - 2'10' 3096 3150 - 9194 IOOOO 100001,IOEIDO 10000 I0000 4408 A-2 - -. 35' 1835 -. 18% 5445 - imoo t000o 10000 I0000 MOO 2592 A-3 4b' - I018' IO51. -. 4224 5900 ezo3 4440. ioboO 10000 1415 - A-4 5110' 115 6O3 2330 3319 4300 5303 6166 048 M A-5 lb' 345 310.. 1421- 1918 . 2552- HIS4 . 3661 4600 IMIL A-6 9'4' 228 252 934 129E IEE35 2059 2542 2941 423 A-1 IOb" 185 209 l56 1049 641 IEra2 2025 2941 329 A-8 11'4" 303 333 652 911 III 14-92 1151 2028 451 A-9 1218' 24- 1 282 615 16O 991 1232 1464 tFflS 351 A-10 1-74• 253 510 103892. 1109 13M A-11 WO" 225 1 324 4-B 652 824 113 11% IN kW MCT A-12 14t8 19t T 218 442 509 69 955 IM - A-13 n'4' t4s 1 253- 351 483 MS 155 842. A-14 19'4' 184 04 308 4a7 525 Fi91.. 115 84 1213 A-15 20L1" 114 203 2% 405 504 EM 680 ISE V! C) N J W 0 I- W sheet A5. 1 Of- . AND (VMTT2BB 13 BOTTOM _ EFOXIm TO BOND BEAM W/ SM' I31A THREADED ROD W/ 6' MINIMUM EMBEIII'E ROOF TRUSS LAYOUT 'A' N.T.S. 7X4 WD. STUDS 16. OL. YX4 BOTTOM PLATE 3/4' PLYWOOD 7X4 BAUD BOARD 24HT TRUSS PER TRUSS PLANPLAN U BLOCK W/ e1Roc.K r i- o ss STRAP TIE • EVERY 3`d - - CONNEO1 6 FLOOR iTdlSS TO . FLOOR 871D F BLOCK TO 2ND. STORY STRAPPING 17-4-12 PLATE HT. 8-0-0 PLATE HT. FLOOR TRUSS LAYOUT W- & 'B' N.T.S. .. NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS ROOF TRUSS ANCHORAGE: NOTE1)USE (1) TYPE 'C" (OR INTERCHANGAB1 TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTICN UNLESS NOTED OTFERWISE (UND.) 1) USE (U TYPE 'A' (OR INiERCNAN('ABLE TIE) FOR TRUSS TO BLOCK CTICN 3) USE F_MN26-N (OR AMTERCHANGEABLE TIEJFOR ALL JOIST HANGER CONNECTIGNS (U10) 4) USE (3) I OR (3) M x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (T45) S) GABLE .TRUSSES REGUIRE (1) TYPE 'A' OR, (1) TYPE "C" STRAP AT 48" OAC FROM CENTER OF. TRUSS. 6) ALL OMS BELOW GIRDER TRUSSES SHALL BE EITIER CONNECTED a S9IPSCN SP4 STRAP9 TOP. AND BOTTOM " ADDITION TO OTTER STRAPPING -ON F=.. SQgILARLY, 4X4 POSTS FMCL E:(Z)-SP4'e ON EACH END:.4X& POSTS RECASIRE (3)-SP4b. ON EACH ENP._ T) BOTTOM HALF'OF MT816 TRU885TRAF'S SFIN-L BE FITTER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENDING ON ALIG" ENT OF GIRDER AND STUDS OR POST BELOW. . SEE -POST STRAP"* ON bt AND Ind TLR PLANS PNEUMATIC EQUIVALENT MAYBE SUBSTITUTED . FOR HAND NAIL DESIGNATIONS' NAIL 1ES: vAL BASED ON- .1,O.AL DESIGN 6PECPICATIOt4 FOR WOOD CONSTRLCTION FROM TABLE SBc - TiAILS AND SPKES LATERAL LOAD DESIGN VALUES' NAIL SHEAR VALUE (ms.i 8d I" 1Od f25• 16d 12" 3.5" HELD BACK 1" 16" H8- I ENGINEERING 407) 7i4-9006. M (aY.774-U77 Y.O. BM 161613 N.TNHd M SPFJ C . FL 32716 TgIKS A N61MD" PSI 47619 NOV (20 dWti Ey: dmw d.IWI dleClmd EY- ewrr delx Qh72-07 sheet 6. A Of U MRACM RE MEMEM STUD2X4 SpArIN[5 V BRACE VBRALE 4 Z<4 BRACE 2) 2>6IVBRArE 15. IT-0- - 4'-!? 4'-S- - 8'-U" 15-W 24" 0'-D" - 4'-D' w-o" - 540" I8'-10"-t2-W._j 7X4 LEDGER TV rtAiuH WV tVM u 2.4 MOCKING 0 48' OC- CHORD SLOPE OF SCISSOR TI;m" ATTACH TO UIEE35 WITH CLUSTERS - "L* BRACE OF (2) 10d NAILS ATTACHED Uv wa NAILS 41 Or- TYPICAL NOTE, -L- BRACE m&T.ExrFND AT LEAST wx OF WEB LENaw GABLE TRUSS S"PSCN A36 * 3'-0' O.G. W w GABLE MISS UIEB, SECT I ON DOUBLE "L" BRACE OF -TAIL OR2x4SPRUCEORBETTER tM51-11M5.6TOENAILS 4"O.C. A2.4 LEDGER To MATCH BOTTOM — I CHORD SLOPE OF SCISSOR2x4 BLOCKING 40" Oir- NAILS - 4- OZ- ATTACH TO WEBS UTI4 CLUSTERS NAILS L' BRACE OL'LE OF (2) led ATTACI-E UV 10d NAILSI 2x4 DRYWALL NAILER 4- Or- TYPICAL 2x4 TOP PLATE TYPICAL GABLE ATTACHMENT GABLE MISS WEB TO WOOD FRAMING END WALL 5EGTION NOTE: THIS INSTALLATION 16 N ADDITION TO F- lL* BRACE DETAIL BRACING REQUIREMENTS OF TRUSS MANUFACTURER SINGLE SINGLE ROOP SHEATHING OVER TRUSSES SEE NAILING ZONES) 5ACIQ"L W (2) IC,,l MAILS --7 BAY - WOOD TRUSSES 24* OZ. ILI BRACE TO -EXTEND AT LEAST I OR 1/2" COX 90% OF UJEM LENGTH (SEE TABLE) 2.4 DIAL. MACE 481 Cj= Ull (4) 10d NAILS 4 EA END MRST TWOBA, GAME TRUSS STRAP TYPE v* 48* OJW 10d NAILS 0 4' OZ, 10d NAILS o 4- O.C. F 2X4 PANEL BLOCKING • 48* OX:. FOR THE (2) ROWS OF MISSES OVERLAP SHEATHING Ull FROM EA. END TYPICAL 12, MIN. SPLICE ATTACHEDUV(2) " TOENAILS GYPER" WALL 50 SWT—GOM "A-55* AT V-0' Or— E 2X4 STUDS 0 W Or— W1 2x4 BLOCKING - MD SPAN 2X4 DRYWALL NAIL WOOD FRAMW. WALL) DOUBLE 2x TOP PLATE GABLE END BRACING- -DETAIL UINV SPEED: 100 MPH, MAN WALL HEIGHT UP TO 30'-0" WITHICAME ENGINEERING 407) 774-9003 FAX (407) 77+-8477 P'm ow 161613 mmumm Wrams. IL =no 4 ACERSOM PFf 47819 LQ U" X E x lu cli w M v0. u ilmlim cl) Z 0 Z W w W J _j asF- w 0 am., bWr. &M c&heCkW br. K sheet A A of I -- A YY uV 10-10d NA LS WALL STUDS 4 HEADER G' DV K-IN=0 LS BOTTOM OF HEADER HEADER 2) 2.10 W/ V2• CDX FLITCH 1 HEADER STUDS PULL LF-TN,TH f WALL 5TUD5 No cowNEctoRs REQUITED I Q' wl 10-10d NAILS - BOTTOM OF WALL 4 HEADER STUD 2x4 P. v" STRAP EVERY OTHER STUD ROOF FRAMING MEMBER SEE CONNECTOR CHART SCHEDULE FOR TRUSS STRAPS) DOUBLE TOP PLATE 1/16. 065 OR CDX EXTERIOR SHEATHING NAILED UV 10d GALV, s 4' OG. EDGES AND 12. OZ. FIELD 2x4 P.T. UMLL STUD UV 3) V2• DIA ANCHOR BOLTS TO BLOCK I O m F A BLOCKED DIAPFRAGM ZONE IS CALLED FOR ON ROOF FLAN FROVIDE 2x4 BLOCKING ALL PL TWOOD PANEL EWES 4 MALLS 4" OG FOR BLOCKED.DIAP"R46I'T ZONE Sd NALS AT 6. OjC, OR Sd NAILS AT 4. OL. OR EOIAL"ALENT ECUALIVAL94T PN E?1ATIC PHUEMATIC NAIL AT NALL AT SUPPORTED EDGES q SUPPORTED EDGES AND AND BLOCKING AND 12. OIC. 12" OTC. FEI FOR OTHER FIELD FOR SHADED AREAS AREAS OF ROOF - OF ROOF V16. OSS SHEATHING OR V2" CDX TYP • . 4, 6 1/2" DIA x 8" ANCHOR :::::::.-_:.-: .................. -- _ BOLTS EMBED b". MIN._:..: _.:.:::_:..:.... .....:.. INTO FOUNDATION UV 9 2Sd'xV8' WASHERS, LOCATED WITHIN 6' OF o EACH END AND 32' OC- _ R SN ROOF SHEATHING NAILING MAX. ELSEWMM;M T. BOTTOM PLATE PATTERN DETAIL TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS FLOOR FRAMING BLOCKING REQUIRED- PROVIDE 2X4 BLOCKING: IN THE CSHCAM 0 24" O/C) FIRST THREE FRAMING SPACES AT 48' O.C. REMAINDER TO BE BLOCKED AT SW O.C. OR PAT RUR,L FASTENING:: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH Sd COMMONS OR Sd NOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING 1/I6" OSB. SHEATHING 2X4 U.U. STUDS • 16' OG L BLOCKING to 48" O/C MAX. IN FIRST THREE FRAMING SPACES 4 W O.C. THEREFORE FLOOR BRACING AT ENDWALLS WOOD TRUSS 2 . OD STRAP TIE STRAPPED AS SHOWN - EVERY 3,d ON TRU58 LAYOUT STUD CONTECTING FLOOR TRUSS TO 2) 2X- TOP -PLAT 2nd: FLOOR STUD - DBL. 2X8 HEADER STRAP TIE®. OPENNIG,DBL. 2XIO TYP. 2X- 13LOCKR43 HEADER FOR 5'-9" AT MIDSPAN - MAX .OPENING URO. STU16' Or-D K2X- BLOCKING SPACING At MID -SPAN P.ENNINNGOR FRAME WALL _ 16" O.C. STUD SPACING PLATE OTHER FOR MT: 81GG. FRAME WALLS TOFa Q PLATE ANCHOR EVERY. EXPANSION EVERY OTHER STUD (TYP.) SLAB - BOLE EXPANSION BOLT 24' O.C.._ ANCHORAGE 24" OL. - tX4 BOTTOM PLATE 3/4' PLYWOOD 2X4 BAND BOARD T® FLOOR TRUSS24' O.C. FRAMING &STRAPPING INTER_. BRG WALL ©_DOOR_ IDTry FRAi" IING 1 STRAPPING INTER: IBU12 BRCS: WALL.6T FRAMING: 2 STORY WOOD TRUSSSTRAPPED AS SHCON CH TRUSS LAYOUT LIMITIW. HEKGHTS2 2X4 TA STRAPPED AS EXTERIOR rl 5TUDS PLATE SINE STUD KATEWAL-,40/G SPACING MAX HT. T.O.CMU TRUSS LAYOUT 2•.X-4' 6PRUCE.-FIR 24' O/C - 8'-4" 4PLAE ANCUO EVERY OTHER STUD (TYP. STUD 4 BOTTOM) - Cm T K' K FRAMING & STRAPPING NEEWALL OVER CMU 2X- BLOCKING - AT MIDSPAN - 16. O.C. STUD SPACING FOR INN. BF r- FRAME.WALL - 4'-0• EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL SXBXI6 P.T. 2X6 W/ 1/2' DIAML J. Gku (TYP.) BOLTS s 48' MAX W/ tRU55 6" M E MBE D.,CTYPJ B r 0 11 1.1 I I U-.P.T. 2X4 FILLER 8110d NAILS P.T. 2X6 W/ 1/2" DAI-L "J" BOLTS s 48' MAX W/ 6" MIN. EMBED. (TYP.) . DETAIL. TYPICAL JAMB FASTENING Q OVERHEAD GARAGE DOOR SCALE: N.T.S. 2iE4E6E REQUIREMENTS APPLY WHEN NDOW/ DOOR MANUFACTURERS FASTENING ETMOD 15 NOT SPECIFIED. PT IX BACKS FOR WINDOWS AND DOORS U NAIL W/ J0S DIA OR HEAVIER POWER NAILS S" O/C AND 3' MAX FROM ENDS TYR W/ P MR EMBEDMENT INTO BLOCK 2J ALSO ADD 3/16" DIA SELF TAPPING CONC. ANCHORS THRU WINDOW/ DOOR FRAME EIGHT (0) INCHES FROM ENDS MAX AND, FORTY -(40) INCHES MAX ON CENTER W/ 1" MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW TO MUCH UV 10 SCREWS MAX e" O/C AND MAX 8" O/C AND MAX. 8. O/C FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DOORS IALEPRAE) IJ INSTALL 3/16' DIAMETER SELF TAPPING CONC, ANCHORS EIGHT (8) INCHES MAX FROM ENDS AND 24" ON CENTER MAX W/ I' MIL EMBED. INTO BLOCK. FASTEN wNDWWOOR TO PT BUCKS UT14 W SCREWS e" O/C MAX AND MAX. 8' FROM ENDS W/ I" MIN. EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL FOR PT 51M FASTE M AND 35 PSF RATIFY:) I NAIL INTO 2 NAILS INTO TOPPLAE , TOPPLAT 1B FRAMING & STRAPPING INTERIOR BEARING WALL 24' O.C. r DOUBLE TOP PLATE 2X-BLOCKING AT MIDSPAN - 2X P.T. BOTTOMPLATE - EXPANSION 3 GENERAL NOTES GENERAL L LIVE LOADS: ROOF: 20paf FLOOR 40paf STAIR 40paf 2. WIND SPEED ItOmph 3se guMo 3. ALL WOW TO BE IN ACCORDANCE WITH THE FJ5r- 20V CHAPTER I6. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PEWITTED. CONCRETE : L ALL MOW TO BE IN STRICT ACCORDANCE WITH THE Art 318 2. MIX DESIGN CRITERIA: ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C ISO) COMPRESSIVE STRENGTH • 28 DAYS SHALL..BE 2500 pal FOR SLABS AND. FOOTINGS -AND WOO pet ELSEWHERE (UONJ t'IAX11`AJI'1 WAER-CEMENT:PATIO BY WEIGHT FOLLOWS; SPECIFIED NON -AR' AIR STRE1 COMPRESSIVE ENTRAINED ENTRAINED 2500 TH (peu CNON0161 EE 0.S4 E 2500 0bl 0S4 3000 - 058 0,46 SLUMP -SLAB ON GRADE S. OTHER 5• WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. 4. FIBERME5H FOR SLAB -TO BE AT A RATIO OF .IS LBSIYAR X FOUNDATIONS : L FooTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING, PRESSURE OF 2000 paf. 2. F FOOTING ELEVATION OCCURS IN DISTURBEDPHSTABLP OR UNL9UtTABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS NISTRUCTICNS. 3. PREPARATION OF THE SUBGR4DE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOT=CHNICAL REPORT- - SOIL, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) HORIZONTAL. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIFMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY: I. DESIGN, MATERIAL -AND WORKIMANSHIP SHALL BE IN ACCORDANCE WITH THE AG STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY 5TRUCTURES Art 530/ACI 530J 2. CELLS INDICATED TO BE FILLED SMALL BE GROUTED WITH 3000 pet CONCRETE (8" TO 10• SLUMP) 3. PROVIDE 25" LAP FOR STEEL ® ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED .LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED UATH CONCRETE r, CONCRETE BLOCKS SHALL CONNFORM. TO ASTM C-50 (28 DAY STRENGTH 2O00 pot) .(f-MOO P-0 LAID IN RUNNING BOND. - 6. MORTAR SHALL BE TYPE N. - 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UN.O. If IF-1nt"'Y 1. ALL WOOD FRAMING AND F'RE-ENKGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AID FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED W THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED.BY THE TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD O= ROOF TRUSSES ARE BRACED DURING: UPLIFT CONDITION, - 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES " SOUTHERN PINE SURFACES DRY USED AT 15% MAX IM. C. GRADE NO2 OR SPRUCE PINE FIR SOUTH GRADE NO2 S. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THESIZEAND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUD8,4a RECOMMENDED NAILS. (HUSHES CONNECTORS OR EQUIVALENT) - 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SMALL BE A MINIMUM OF V2" DIAMETER AND 6" IN LENGTH ( ASTM A-301) WITH MIN. 1 1/2• DIAM. WASHER UN-0. - 1. PROVIDE PROVIDEFRAMING MEMBERS OF SIZES AND OF SPACINGS $HOUR OR F NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORT5. 8. ANCHOR AND HAILING AS SHOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. S. ROOF SHEATHING: - - - 1/ I6. OSB. OR W' COX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS L CONTRACTOR SHALL VERIFY ALL FIEIA CONDITIONS AND DIMENSIONS RELATIVE TO SAME. (LFERE THERE - ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS FWD DATA PRESENTED IN THE. DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECTS ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS MSTRUCTIONS. 2. FOR ANCHOR BOLTS USE M C-4ESOR ECOVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH ad NAILS AT 4" ON CENTER 1i. nfstPRE ENGINEERED "WOODFLOOR TRUSS - . Id rimmd- Im ENG ERING doaera."W an) n am n-sin deNc O7 22-0M ra eta )sa swan[ 'a ans a weGaea asts S11BBt 1 NO 03 v- TOENAIL FLOOR lRUSS TO TOP S1 PLATE UU/ 16 PENNY NAILS, (2) ON ONE 51DE, (U ON THE OTHER _ AIL: INTERIOR BEARING WALL W/ NO UPLIFT Of. U f CHIMNEY _ ft-Ir g SADDLE CRICKET MATCH ROOF SLOPE ftla'O r 46 tRoom SADDLE CRICKET @ ( CHIMNEY TYP. DETAIL N.T.S. NOTE: 1 VY SP_ CLEAR OF ALL FNISN MATEPoALS. II u kNARDUNDOp 36' OL. 2X6 BRACING BRACKET. 2X STUD DETAIL: HANDRAIL TO WALL 4 2X12 TREAD 1 I I" NOSING MAX. IX6 RISER BACKING 086 814EATNMG 2x4 CONTNUoUS 16 O/C O EA. SIDE (TYPJ PROVIDE 2.4 BLOCKING CO EA SIDE (TYP) CHIMNEY DETAIL CONNECTION N.T.S. 3/4" FLOOR SHEATHING NOTE: SEE FLOOR PLAN FOR TREAD DEPTH i IL aILO w LL = d) a I6" WOG TRUSSEXl>,1- 2> 12 2'0" O.0 2XI2 STRINGER FASTENED BOTTOM 4 WEDGED 4 TOENAILED INTO 2-2XI0 is TOP TYPICAL 51NGLE RUN STAIR 2x4 NAILER DETAIL: STAIR TREAD 0 WALL J 11=L / m,m„ UPLIFT OF MTSI6 MR Wd NAILS MIK1' OF 3/16' FROM TRUSS STRAPS TO PEUUT. TAPCONS TO CHU MANUFACTURER SIMPUN) EACH STRAP) EACH STRAP) 0.131 1 1 4 132.1460 2 1 4 1/16' OSIS OR IR' COX SADDLE CONT. 2X4 NAIL CRICKET TO EACH TRRUSI n7 CONT, 2X4 NAIL TO EACH TRUSS MEMBER GHI ROOF TRuss l 1/I6' SOLID ROOF TRUSS 058 OR 1,12' COX E FRAMING SECTION THRU CHIMNEY INTIEROR CHIMNEY CEi Iran INTERIOR CHIMNEY DETAILS T SUM OF TWO RISERS AND ONE TREAD. EXCLUSIVE OF THE PROJECTION OF N089NG. SHALL BE NO LESS THAN 24' NOR EXCEED 25' 1/8' TO 1/2' GAP TYP. 6 2x12 STAIR STRMER DETAIL: at w STAIR TREAD W ww 11 N' DRYWALL IXG FIR WJRT BOARD W 2XU TREAD 2x12 STAIR erw. STRINGER Q 2X STUD WALL 2X4 STRINGER Z LEDGER THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING (1) 9 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS - CCNCRESIVE LIQUID LPL OR EOUIVALENT -) INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS SNOW ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6' MN. EMBED. AND 3/4.7 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING IF AN 'A' STRAP IS MISPLACED T T —TOP OF BOND BEAMORFOR — TT N AFTEER HE POURING OF THE LINTEL BEAM PRE-ENGINEEREDATTOPOFCPUWALLTHENA SIMPSON MT616 CAN BE SUBSTITUTED WOOD TRUSS FOR EACH MISSED 'A' STRAP (TYP. UDNJ PLEASE SECURE EACH MTSI6 STRAP PROVIDE 70 Ga. GALV. FOLLOWING THE ATTACHED TABLE AND FLASHING FOR TRUSS ACCORDING TO THE UPLIFT SHOWN FROM 70 SIT ON THE TRUSS MANUFACTURER INSTALL ALL 7A TAPCONS WITH 1.1/2' MIN. EMBEDS LINTEL BEAM W/ (U'6 CONT-_ 1\ 17 \ \ I cm SIMPSON MT516 ATTACH 7APCON5 EVERY OTHER HOLE NOTE, TAPCONS SHOULD BE INSTALLED N STRICT ACCORDANCE IUTH THE MANUFACTUREW6 REC01 MENOATION6 MS MISSED 'A' STRAP DETAIL PROVIDE 25't SPLICES (TYPJ FILLED CELL-" U 9 VERTICAL EPDXY GROUT '5 INTO FOOTING ANI BEAM W/ 6' MIN. E LBOND BEAM W/ 1) 5 CONT. 6- CPU WALL i TOP OF FOOTER NOTE, EPDXY GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MAMFACTURER'S REC40MMENDATIONS. M FC MISSED FILLED CELL DETAIL OR V)' GD 2-2x4TOPPLATE 2X4 STUDS 16. O/C el OR U, 7X4 DI BRACE 2X4 7X4 P.T. 16' 1 BOTlloPLA II BLTo AS SWOIIN STRAP E STUD UP-B- kURRICANE CLIP TO TOP N BOT, PLATE CMU WALL WALL SECTION F) FRONT ELEVATION EXTERIOR CHIMNEY DETAILS, ECD SIDE ELEVATION STAIR AND LANDING DETAIL ENGINEERING 74' rS AT 48' 24, OR OR Q7) 774-9003 fM: (Q7) 774-M77 P. O. OW 161613 JITIWOMIE SPRkW. FL327t6 O. C. E PLAN FOR T SIZE D O.MS J. MrOEMSOM PE/ 47619 PROVIDE lU-5OL. VERY- ANDBELOWEA PO(U 5 CONT. LOCATION FILL CELLS WITH 25PROVIDE OPENCONC. 2) SIMPSON TS22 (243OLb. max UPLIFT) or ALTERN HEAD JT, AT 46- Q GIRDER (2) H(UGHES RT22112 (2930Lb. max UPLIFT) or HOOKS N FND.O FOR WEEPS L 2) SEMC0 ADS-2 (3412Lb. max UPLIFT). jA8,i' SLOPING QBRACE EXTERIOREAWAYOF WALL DURINGFROr'I HOUSE V 2x4 POST SEE COMPACTION OF TH PLAN FOR QUANTITY UBET—l', AREA7 • 48. O.C. RD ATE CONT. AS :- ]'-0' :, 3' CLR C. ALLFiEBAROV(TYP9 RW RETAINING WALL AT PATIO NOTE, BRACE SIDE OF WALL ADEQUATELY DURING COMPACTION FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR T DAYS AFTER PATIO SLAB IS POURED DETAIL for (2)SG 5U5STITUTIOtMoV 2 ror (I)II w GIRDER C.ONNECTIORI 03/4' . r-0' W Q W u O a LL U J ( n J Q LLI Q W LLI LL CZUJ C Q G U cn Of EP 1% m8 m8 er- z 5 zo N Hn J Z. Ea W } 6S Fu' O E8a g6., g€S S€ s N Tgg)6g Xgg Ha A. er: designed by: nl drawn by: dmw design Checked by: .aww date: 01-22-01 o® sheet: f/ S2 of: z FIRE ZrILASS St4Wzd rS OVER IS FELT OVER1/16' OSB. WOOD TR35SES STRAPPED AS SHOWN cm TRI" LAYOUT W P.T. OVER bc8 CDR OVER -2X6 3/8. W.K SALLN PINE S"ASCIA OR EXT GRADE III/UM / COW. AL L VENTED SOFFIT SEE p-R PLAN DBL 2X8 HEADER FOR STRAPPING FOR 4'-6' MAX. OPENWG, DBL. 2XIO 3 1/2' CONC SLAB HEADER FOR 5'-9" UIVIDEPI'M61I OVER -3 1,12' CON_ SLAB MAX OPENNG UN.O. 6 MIL VAPOR BARRIER awtBERmaw OVER TREATED WOOD POST CLEAN, PER FLOORORPLAN COMPACTED FILL PER PLAN FILL LLV MONOLITHIC WRAPPED W/STUCCO FTC. W/2.5 BARS E Ui00R PL B ( SEE FLOOR PLAN) FOR P05T SIZE GRADE RADE 16. 2 • 5 REBARS THICKENED SLAB AT SCP SECTION COVERED PORCH K BEARING PORCH POST ova, uANDRAIL GUARDRAIL ELEVATION RJS CON- SLAB 2- 65TRAP TIES ONE EACH SIDE). WOOD POST PPEEyR FLOOROR PLAN SEE FLOOOR yR PLAA FOR POST SIZE EPP ELEVATION REAR PORCH POST MONOLITHIC DETAILS SIMILAR' WOOD BALUSTER W/ DEC. DOOD RAIL ABOVE THAT t'IEETS GRASPABILITY CODE C. FIR CAF NEWELL it POST 1, 1 MFIR I1 TR= c'=—' / - SKIRTBOARD II Vi ( INSIDE) II STAIR CONSTR. IMPERIA BEYOND WALL NEWELL PC OCV RAIL LISTER CAP ALL RNEATH 2X4 BLOCKING. * 24"0L, ROOF TRUS5 T 2) 12d: 55 TO RPGf TRUSSES) TYR) - 2) Rd NAILS (TTP.) IR' DRYWALL 2 - 2X TOP PLATE tU/ 'Q' 32' O/C 1/2' DRYWALL R-I BATT M ATION T/8' STUCCO OVER METAL LATH OVER 6• FELT OVER OSB. w TOP OF FRAME WALL 2X STUDS 16' O/C 2X BOTT. PLATE W/ V2'XS' AB. 32. O/C AND 'Q" 32" O/C INTERIOR PORCH NB BRACING AT NON -LOAD BRG. EXTERIOR WALL DETAIL 2X6 HANDRAIL W/PLOWED RAIL CAP ABOVE THAT MEETS GRASPABILITY CODE 2X2 BALUSTER— C. f V DCYt G. FIR SKIRTBOARD HANDRAIL OVER) DEC. WOOD RAIL „ u y ELITEL1 / 1 i DC12 C. FIR SKIRTB i STAIR CONSTR. I#--PAST WALL I IR' l Q S T A! R R A I L S S T A I R R A I L S IRRICANE ENGINEERING on n• 9e Flue (a71 774-"" P.4 8M 151613 ALUMOWE SPWFS, FL 32716 DETAIL ® HANDRAIL UWWS a XCUt 1 Pq 47619 Ucj) 0^ 9 -. EL I/ F— U ( 1) H H as 00 J J H I` W W 0 I sheet S3 Of i