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115 Willowbay Ridge St - BR03-002821 (PRESERVE AT LAKE MONROE) (SFR) DOCUMENTSPERMIT ADDRESS CONTRACTOR Centex Homes ADDRESS 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PHONE NUMBER PROPERTY OWNER 4S(jwJN%&_ ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR )L yl Lca-.; MISCELLANEOUS CONTRACTOR I' 1 Fa Z ITJu 1: C MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE C7 d SUBDIVISION Atot ch PERMIT #C)30& CP DATE • `` *OZ PERMIT DESCRIPTION ar PERMIT VALUATION 10 SQUARE FOOTAGE a qq i A CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the bupU ding located at 115 WILLOWBAY RIDGE ST for which permit 03-00002821 has heretofore been issued on 9/11/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, elect al, z ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL FIRE: 44 Inspected Sewer fY1 Lines In Sewer Tap ENGINEERING: Drainage 260 D-S Street Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Street Work Driveway FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 12/01/03 10.00 01-APPLCTN FEE -BUILDING 9/11/03 10.00 01-APPLCTN FEE -MECHANIC 11/04/03 10.00 01-APPLCTN FEE -PLUMBING 9/25/03 10.00 02-ENGNG DEVLPMT FEES 9/11/03 10.00 01-FIRE IMPACT - RESIDENT 9/11/03 59.27 01-LIBRARY IMPACT FEE 9/11/03 54.0'0 01-OPEN SPACE 9/11/03 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 115 WILLOWBAY RIDGE ST for which permit 03-00002821 has heretofore been issued on 9/11/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT RESID 9/11/03 91.93 01-RADON GAS TAX FEE 9/11/03 14.95 01-ROAD IMPACT'FEES 9/11/03 847.00 01-RECOVERY FD/CERT. PGM. 9/11/03 14.96 01-SCHOOL IMPACT FEE 9/11/03 1384.00 WD IMPACT:SINGLE FAMILY 9/11/03 650.00 SD IMPACT:SINGLE FAMILY 9/11/03 1700.00 OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #. ADDRESS: \ \ CONTRACTOR: PHONE #: ( L\C)`N y 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. ZiL ineerin © K —1IZ OFiregg / Public Works OZoning A Utilities OLicensing /-, I tA CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIO . 1 SINGLE FAMILY RESIDENCE**** = 3 .q 1 I 1 1 DATE: 1 v r N I 1 PERMIT- ADDRESS: \\ ` L J "• 1 a p m I O u ' CONTRACTOR: _ U.t L_i fU LLB. PHONE #: (y0'1 y\cko— F > C,r Q c.— 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 r Utilities h y1 CONDITIONS: (TO BE Fire Zoning c-1 (x Licensing V1 I j APPROVAL IS CONDITIONAL) LDID3 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION+Pr)Ued SINGLE FAMILY RESIDENCE**** DATE.: -Vc-y(A PERMIT ADDRESS: \\ CONTRACTOR: , Q_x- PHONE #: ( yC i1 y\AO— 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 OFire V A Public Works 5'm,nt I /OZoning y Utilities OLicensing VA ( & CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200E SECTION A - PROPERTY OWNER INFORMATION For insurance Company use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 115 WILLOWBAY RIDGE STREET ` CITY STATE ZIP CODE SANFORD FIL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 195, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER M. GVUN r SEMINOLE COUNTY 120294 SEMINOLE B4. MAP AND PANEL NUMBER B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) Zone AO, use depth of flooding) 1202940035 E 4117195 4/17195 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile 0 FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: 0 NGVD 1929 NAVD 1988 .Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes 0 No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V17V30, V (with BFE), AR, ARIA, ARIAE, ARIA1 A30, ARIAH, ARIAO 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 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ONO o a) Top of bottom floor (including basement or enclosure) 14. 8 ft.(m) o b) Top of next higher floor 24, 4 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) n o o d) Attached garage (top of slab) 14. 6 ft.(m) 010 w o e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) 14.5 ft(m) E m o f) Lowest adjacent (finished) grade (LAG) 14.0 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 14. 4 ft.(m) v o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 D c, ii Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret. the data available. 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 320 E. SOUTH STIR ET .18 1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE n I 1 1/15104 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A .:.,, For Insurance Company Use: i BUILDING STREET ADDRESS (Including Apt', Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 115 WILLOWBAY RIDGE STREET CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6,8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and 03.i on front of form. E4, The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _tn.(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 oommunity'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, B, Q and E are correct to the best of myknoWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communiys 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 architectwho is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below,) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED 7. This permit has been issued for. 0 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 i FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF `SURVEY DESCRIPTION: (AS FURNISHED) LOT 195, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC LOT 177 i! LOT 196 A) J iV J- e 14O h/ R/ "rcyTF'QC/,1, tY 9Y / y3p92S l 4' iCyr pF( O^. 4(k/ \ kq" oy 9 12.34 %nn 00 O' CO B fyr R S^ RY Ep O ry0. co" ryo 4Pi ¢ 'ORFrF ro7Sf ,RFSOpFe RY O r cs.4op, sReFr 000 S % 971r r LOT 178 S NOTE: ' 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LOT 179 I INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SCT/FOUND ON 01-14-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED,. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 195 BEING N 54'23'11" W PER PLAT. FIELD DATE:)-9-27-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ FINAL 1-14-04 CKB ASM39804 IFORMBI ARD 10-10-03 CKB JOB NO.. 'LOT PLAN 07-18-03 SOO DRAWN BY: LOT FIT 12-31-02 CKB II I" = 30' IGRAPHICSCALE 0 IS 30 LEGEND OO LBT#6393AN/ 14/004) BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE LB #68 (1/14/04) RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP - 4 EXISTING ELEVATION O LB #6393 (1/14/04) CNA CORNER NOT ACCESSIBLE CONCRETE 06 DENOTES DELTA ANGLE_ LB LAND SURVEYING .BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING DENOTES POINT OF CURVATURE PRMPERMANENTREFERENCEMONUMENTPC. PI DENOTES POINT OF INTERSECTION . PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT PT DENOTESPOINT OF TANGENCY RED TYP TYPICAL - FND MEASU A/C- AIR COF:DIT!ONER.. C/W CONCRETE WALK CBW CONCRETE -BLOCK WALL S/W SIDEWALK RP RADIUS POINT CP CS CONCRETE PAD CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID POL IDENTIFICATION POINT ON LINE PK PARKER KAION PCC POINT OF .COMPOUND CURVE R RADIUS POC POINT OF CURVE ORLANDO, FLUKIUA 32801 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY.THE FLORIDA BOARD OF PROFESSIONAL - SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRA(IVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR HIV/ THE FIRM , AM R. MUSCATELLO JR. PSM#4 28 DATE , CITY OF SANFORD PERMIT APPLICATION Permit # : Z Date: Job Address: a S 1 S W-'LLQW1w MY A-ZA3 — reJ'eI'yCS C.K Ifa 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 3 Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential co'*" 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: f Phone: _ Cont ctor Na/me & Address: /2-C Pe-3 Ry ( 6Vk_ S S ji State License Number: GEC t9 S o O 9-zr 8 z Phone &Fax: f I S % Contact Person: Phone: T 33 ,8 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 taws regnlati,ng 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 ten Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name ,PrNt gNtractor/Agent's Signature of Notary -State of Florida Date S' at e°aFM87q-Stiff DE GRAVE Date MY COMMISSION # DD 164280 EXPIRES: November 12, 20M s a`Oe( 8 d Thru Budget Notary Services Owner/Agent is Personally Known to Me or Contractor eh4 rs _ ersona Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Blde: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) COUNTY OF SENINOLE IMPACT FEE STATEMEN''f* ISSUED BY CITY OF SANFORD QTn/Enu1| MunuEn 103-73690 DATE: BUILDING PEE41 1:1' UNIT ADDRESS TRAFFIC -' APPLICANT NAME: -`' ^~ 77--r------~---------- ADDRESS:..................... ___....................... __....... .... LAND USE CATEGORY: 001 - Single Family Detached House. ' TYPE USE: Residential WORK DESCRIPTION: Single Family Housex Detached- Construction | FEE BE>{EFIT RATE FEE UNIT HATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROAD ----_--------___---_-__-_----_-_-----_-__-_--------_--__------~----------_ ARTERIALS' CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dw1 unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O owl unit $ 54.00 1 $ 54.00 SCHOOLS, ` CO -WIDE O .dw1 unit $1,384100 1 $ 1,384.0o vAMOUNTDUE $ 2,285.00 STATEMENT T RECEIVED BY: f~ _ __ SI8N T PLEASE PRINT NAME) . DATE:1/ NOTE TO 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** PER' ARE ADVISED THAT THISIS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. ^ PERGONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD" LIBRARY SY AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED Bf FILING f A WRITTEN REQUEST WITHIN 45 CALENDAR DAY8. OFTHE 1ECFIVINg' SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY QR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, E ROM THE PLAN IMPLE|ENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FI ()`DA 32771; (407) 665-7474. CITY OF SANFORD BUILDING DEPARTMENT 300 HORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENC[ THE STATEMENT NUMBER AND CITYBUILDING PERMIT NUMBER AT THE TOP LEFT OP -THE NOTICE. \ TAIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SIN8L[ FAMILY BUILDING PERMIT******************** Permit #: ) -2 Job Address: Description of Work: 26' Historic District: CITY OF SANFORD PERMIT APPLICATION NG FAMILY DWELLING 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: f/ Construction Type: # of Stories: —olL # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 1L%6 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 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 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 o11 f Florida aw. FS 713. JUL 2 5 rjrya3 Signature of Owner/Agent Date Signature of Conrr gent J 6 t Date GU PAT KNIGHT Print Owner/Agent's Name 11riih Contractor/Agent's Nat n _ AUL 2 5 2003 Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID _ APPLICATION APPI' OVED BY: 131dg' f1 9—t0 63 _ !_onin_: Initial & Date) Special Conditions: V, Contra c -1/y nt i.XXr'J ersonally Knownjoi,Me ol Uliliti s: FD: Initial & Date) Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 7n,'crtY rtrircar 1101 B, Mira 1i1. S 06rd 1,1.32771 i 40 7-66$-7 cift GENERAL 2003 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000-195002 Tax District: WATERFRONT Number of Buildings: 0 Depreciated Bldg Value: $0CENTEREDVDST Owner: HOMES Exemptions: HOMES Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 115 WILLOWBAY RIDGE ST SANFORD 32771 Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 195 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 purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=2219305020000195(... 7/29/03 11 n X 0 2 4 City of Sanford Building Division Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a5 9 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. C. 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 17 sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft_ i. Total Gross Area sq. ft. Three (3) sets of completed Florida Energy Code Forms. 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. Other submittal documents: a. Utility letter or approval when 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. e_ Property ownership verification_ f Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical; mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date JUL 2 9 2003 Owner/Agent Signature ___ r- .. — — .. 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 JacXlp! Caines or Nan Holmes to sign permit applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIG CGC049689 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The foregoingJftsty t was acknowledged before me this U by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. NOTARY PUBLIC 1P F w M r(iY1 f 59() Jllu( Wriicr5 r— - _ I IN 111111111111111111111111111111111U 11111111111111111111 This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04942 PG 0990 CLERK'S #.2003132700 RECORDED 07/30/2003 02:41:46 PM RECORDING FEES 6.00 RECORDED BY G Harford 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 , PRESERVE AT LAKE MONROE Recorded in Plat Book 62 ages 12-15 in the PUBLIC RECORDS OF SEMINOLE I 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 Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13.(1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. ftgs OFFICE MANAGER ;FOR CENTEX HOMES, 783 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS JUL 2 5 2003 JU1.3 20 CERTIFIED COPY MARYANNE Moo OLERK OF CIRCUIT Cot SEMINOLE CNNTX FLO rmw ji ll *40 BY DBBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION n/k/e 2729 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC JAi: KIE CAIN S Notary PUblic State Ut Fbrida My Com riissien Expires Jan 21, 2004 Commission # CC891727 r- SH-25 SH-25 22/ -24) (+221 -24) MRESS 8 FLAT Clfi 0 11II 3 CAWET RR II w BEDRM . BEDRM *2 . 1 CARM RR @.8' CARPET FLR i, ' IL v. --a" 26" I-R,a i IT-V gg V-II I/2" _' Y-0" 3'-2" ` T-111/2" 3'-1'2' aaTrAav 608O 81-TOLD yy' 7660.- TWALL N I-R15 1068 _ Ixk I WITI 9'1; BAT J2y 1 ® 14 , e BATH '2 B'tiAT CLG 2668 - 26" 668 660Tlb1V1NTL '0 awonER OFT.0 a'-1 vz 2660 R 1 a 2X6' 6000 BI-FOLD NOTE: AIR HANDLER TO HAVEY MIN. OF 4" CLEARANCE ON B 9 ALL SIDES AND ENCLOSURE fin SPACE"SHALL:BE MIN. 12" WIDER THAN APP'L:IANCE 0 - d+ a. s BEDRM °4 OPT. GAMERM MASTER BEDRM e' B' RAT ma CAPoPP'E FLRT0. CARPET R.R 20'-4 1/2" C 4X4 U 2X4 EGRESS W.Cq_ 0 SH-25 4X6 9V COL. SH-25 SH-25BBL-25 (+ 22/ -24) B 21/ -28) 22/ -24) 22/ -29) B EGRESS o V -2" 1'-8. 1 l'-4" 1 6'-8" PARTIAL FRONT ELEVATION "B" * MASTER BEDROOM PARTIAL FRONT ELEVATION "B" 6 ENTRYWAY. UlpW. AT - a096fUmiozw 211- 25 V!'OSB 0.tTGlI PLATE {+ 21/ -23i ' u•u°pW sEAt _4• 3040 F.G. 10" (ELEV. B ONLY) 22/ -29) 11 2nd FLOOR FLAN SCALE = 14'= 1'-0' NOTE - EXTERIOR WALLS WERE VERIFIED SUFFICIENT FOR SHEAR LOADS O BEDDOLIB 2"WP UN`NLE°SR' NOTED OTHERWISE NOTE: ALL INTERIOR WALLS TO BE 3 1/21 NOTE: LEGENDOTHERWISENOTED. SEE FOUNDATION PLAN FOR NOTE: ELEVATION 'A" WOUR FILLED CELL LOCATION. IM W-O" AFF• EiRa WALL I KKAl f .fir ENGINEERING W) n4=9003 - Fk: (407) n+-e477 P.O. BOX 161613 -ALTAM°IITE SMM% FL 3VIS TI,°1M5 1 mmesJN VE/ 4M9 14'-3• R 0' I-23 b eX6• o SH-25 SH-25 022/ -24) COW PATIO 22/ -24) 221 -24 lorw 6-0 X 618 567 i 21/ -23) yan AT OPT. FP. 36' FI1IRAT " i LL 92ff KITCHEN a 0' FUT CLG A NOOK v RAT QG A AMR yNn 0.R VMTL RRFAMILY RM°• RAT CIACARPETFIRwFC) ELVM6' ff- 2_ 8LAUNDII mC it 2966.E 6Ri WALL eiR"Ta i NM'L FLR Or o 9 2860IiiMT9G 2-GAR GARAGE 1 I 11 m I u, 3' '$'OP ' BM WALLS DINING RM aA 6' RAT CL& ET it1 CAR RR g'_Ip• 2'_l• i 3, 2 N 9 C p' HKaH STOP WAL WALL 0- BR..:+. WALL i LIVING RM 1 I e' FLAT [L@ CAFd'ET RR g i 16' X TO.H.D. (+19/`2v i ANEL PMCAST 1 L911EL Tu (1) S 1/ -23) 14T.. DBL-25 21/ -28) 6'-2° T-I0" V-10• 2'-8" p•_4• T_p. 40'-0" e R HALL/ST^IP, WELL If TREADS:, Ill" EACH i i 4 f HB 50. FT. CALCULATIONS . Ist FLOOR 1062 2nd FLOOR 1441 >a TOTAL LIVING AREA 2509 LANAI D ENTRY 15 OTHER D >R GARAGE 421 I TOTAL AREA UNDER ROOF 2551 dl PATIO TOTAL AREA 2991 8s E 1 HIS yy s V SSa30 cy gFe w a`s C) c? fill O 33 E`y g6 g. eSgs oioeas designed by. rd drawn by dmw design ch-k d by aww - daFe w-2a01 sheet A2 6f 3'yL! .1 ; CITY OF SANFORD PERMIT APPLICATION :t, " z14"r Permit Date' _ /l- Q L ` Job Address: S -r Description of Worht Historic District. Zoning: r Value of Work- 5 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poo - r 1Electrical: New Service # of 4WS Addition/Aheration Change of Service Ternpo&ry Pol€ Mechanicals' Residential Non -Residential Replacement New (Duct Layout & pergy Came kequi red.) Plumbing/ New Commercial: # of Fixtures #1 of Water & Sewer Lines ;; of Gas Lines Plumbin"ew Residential: ±1 of W r Closets Plumbing Repair— Residential or Commercial: Occupancy Type: ResidentialCommercial Industrial Total Square Footage: Construction Tyne: # of Stories: ## of Dwelling Units: Flood Zone: (FEMA form r eavi ect. Gera Parcel #: (Attach Proof of Ownership cIr Legal Description) Owners Name & Address:_ Phone: Contractor Name &' Address: Ri1"R` SMP.P.T QTTTM17/w4i4 ate License;eum ber: .. Lim Phone & Fax: TAKE MA RY fit nii acti r/}{[ rlomoaA7,9. j P 3fr2'30 7 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. 1 certify that no work, or installation has eon -a ncrii-ed prior w tine issuance of a permit and that all work will be e or r 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 comp ce tivi"tti'ah`apl licahlc la W: i r d%aing constriction and zoning:, WARNING TO.OWNER-` YOUR FAILURE TO RECORD A NOTICE OF COMM E ME_ T Y RESULT p,,l 1!Ovj)t 1 i ``TTgG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C NS LTW 1 YOUR LENDER OR Ali ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there „ay be additional restrictions appli le to thi ropei t at may fo d in du' public records of this county, and there may be additional ,i `ts required from other governmental entities 1.1 as water ageme,distric , state gencies; or fcctei !I agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the re iremen Florid ' ' n FS 713. f t/Hl°3 Signature of Owner/Agent Date ignat of Contactor/Agent 1 Date Aef* Ilo Rosso Print Owner/Agent's Name Pri t Contractor . gent's Name ' Signature fN tO5 o Notary -State of Florida Date Srinature of No_n--State of Florida Date Other/ Agent is _ Nerionalh_ ~riot n to Me or Contractor/Ace-:: is1 I'ersonai 'Known to Me or Produced ID Producec :D r t APPLICATION APPROVED BY: Bldg: Zoning: Ln:::-.;; FD: Initial & Datt) (Initial & Date) (,Initial Date) (lrnina D 5; xcia! Conditions: TURNER MY COh9MISSf0N # DD 212893 NEXPIRES: June 14, 2007 o F„ Bonded Thru Notary Public ublic UnderwritersI -. j PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 195, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS. CALCULATIONS (LOT ONLY) LOT 195 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS.STRUCTURE CONTAINS 1503 SQUARE FEET t TOTAL',CONCRETE 542 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 3955 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT34% t SQUARE FOOTAGE (UP TO CURB) - LOT 195 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 1503 SQUARE FEET t CONCRETE 875 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4172 SO. FT, t PG O R, c NrF r SO. 1" = 30' qy , 4 S42S 'PiOyl 0. GRAPHIC SCALE qy S1 ` 12.4 SO. \ O 70 O• A' O 7 0 'q gSFMFtiI 12.3 PT LOT 196 o ?S g OSeo i O LOT 194 4.. LOT '177 S'o` . oR OT s gi4q q e 79 r' C 04P a gSF,yf;4 j 13.9 LOT 178 BUILDING SETBACKS , 15.6 FRONT: 25` REAR: 20' i LEGEND SIDE: 5' \ CORNER: 15' BUILDING SETBACK LINE MLW POW POINT MINIMUM LOT WIDARYTH LOT 179 — CENTERLINE PCC POINT OF COMPOUND CURVATURE PREPARED FOR: RIGHT OF WAY LINE POC POINT ON CURVE CENTEX HOMES - RDXPROPOSEDELEVATIONPD,. PLANNED DEVROFFICIAL ELOPMENT PROPOSED DRAINAGE FLOW t DENOTES DELTA. ANGLE 1. ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PLANS. PROVIDED BY THE CLIENT.. - LB .LAND SURVEYING BUSINESS PC DENOTES. POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION - PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT Pi DENOTES POINT OF TANGENCYTHISPLOTPLANISINTENDEDFORPERMITTINGPURPOSESPCPPERMANENTCONTROLPOINTTYP' TYPICAL ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PER PLAT A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED CBW CONCRETE BLOCK WALL LIST FOP CONSTRUCTION. - FND FOUND - RP .RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTHFURNISHEDBYCLIENTANDISFORINFORMATIONALPURPOSESCPCONCRETEPAD so. FT. SQUARE FEETONLY. THIS IS NOT A SURVEY RB RADIUPLAT BOOK NG NATURAL GRADE THISJTHIS IS A PLOT PLAN ONLY PGS PACES R/W RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE IHAVEEXAMINEDTHEF.I.R.M. COMMUNITY PANEL LAND SHOWN HEREON FOR EASEMENTS, RIGHT NO 120294 0035 E DATED 4 17 95 AND FOUND q OF WAY, RESTRICTIONS OF RECORD WHICH THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, T ;?; MAY AFFECT THE TITLE OR USE OF THE LAND AREA OUTSIDE 100 YEAR FLOOD PLANE, z 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. w+ 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON RAISED SEAL OF A FLORIDA LICENSED SURVEYOR THE NORTHEASTERLY LINE OF LOT 195 AND MAPPER. BEING N 54'23'11" W PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ AMERICAN SURVEYING}'& MAPPING FOR JOB NO. ASM39804 CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 THE LOT PLAN 07-18-03 SOO 320 EAST SOUTH 'STREET, SUITE 180 FIRM DRAWN BY: PLOT PLAN 12-31-02 CKB ORLANDO, FLORIDA - 32801 ( 407) 426-7979 WILLIAM R. MU ATELLO JR. PS /492 DATE y FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR / Builder: CENTEX-FOX & JACOB Address: % /WILLOWBAY RIDGE STREET Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central l . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft) 2509 ft, c. N/A 7. Glass area &type a. Clear - single pane 258.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump Ca 42.0 kBtu/hrp c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 399.0ft2 _ c_ N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 802.0 ft2 _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 310.0 ft2 _ b. N/A c. Frame, Wood, Exterior R=11.0, 1176.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 W _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret. Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 31902 PASSTotalbasepoints: 35706 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BYE DATE: JU 2003 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENTr` DATE: JUL 2 4 2001 Review of the plans and TIIE ST specifications covered by this o1 _ 9rF calculation indicates compliance ,,;' ' with the Florida Energy Code. Before construction is completed d this budding will be inspected for t n 4 compliance with Section 553.908 fl, Florida Statutes. oon WEo BUILDING OFFICIAL: k. DATE: EnergyGauge® (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 a 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 s 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, lnt lnsul, 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 8708.3 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.E 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 v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 48834.7 Summer As -Built Points: 52710.2 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 52710.2 1.000 1.087 x 1.150 x 0.90) 0.284 1.000 16851.5 48834.7 0.4266 20832.9 52710.2 1.00 1.125 0.284 1.000 16851.5 EnergyGauge''4 DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v32 FORM 600A=2001 WINTER CALCULATIONS Residential Wh.ole 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 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB 02 FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASF AS -BUILT Winter Base Points: 7358.6 Winter As -Built Points: 9862.2 Total 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 7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7 r EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES2001 FLRCSB v3.2 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 20833 4617 10256 35706 16851 4556 10495 31902 i a.g i r A•i 3 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 OTHFR PRFSCRIPTIVF MFAS(IRFS (mutt hP mat nr aYcaarlarl by all racirlanrac COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 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%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family i _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ftz) 2509 fie c. N/A 7. Glass area & type a. Clear - single pane 258.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 fe b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 399.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int hisul, Exterior R=4.1, 802.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 310.0 W _ b. N/A c. Frame, Wood, Exterior R=11.0, 1176.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 W _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IIF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc_ Ret: Unc. AH: Interior Sup_ R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) OF THE S74 in this home before final inspection. Otherwise, a new EPL Display Card will be completed v __ ; o based on installed Code compliant features. fill, Builder Signature: Date: JUL 2 4 2003 s Address of New Home: IIS WILLOWBAY RIDGE ST.CitylFLZip: LAKE MOP ROE/3274wE NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStar""designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.2) Pir :.. ; . Desi nlnforrnation Weather Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary 4 Building heat loss 36350 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 36350 Btuh Infiltration Me hod Simplified Construction quality AverageC 1_9.1:- I.@ Area ft Heating Cool- ing z 2509 25()9 Volume (ft) 20072 20072 Air chanqeshour 0.70 0.40 Equiv. AGF (dm) 234 134 Heating Equipment Summary Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor I: •a 0 Btuh @ 47-F 1400 m 0.039 cfiNBtiah Summer Design Conditions Outside db 93 °F Inside db 75 °F 18 °FELYM 50 % Moisture d'rfference 43 grAb Sensible Cooling Equipment Load Sizing Structure 29386 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 'F Use mfg. data n Ratelswing multiplier 0.98 Total sens. equip. bad 30253 Bbh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infittration 3946 Btuh Total latent equip. bad 7538 Btuh Total equipment load 37791 Btuh Req. bottaall capacity at 0.70% SHR 3.6 ton Cooling Equipment Summary Malt? JANffRCL Trade Efficiency Sensible cooling Latent cooling Total cooring Actual cooling fan Cooling air flow factor Load sensible heat ratio 1 T: i•RII 61T,11 1 :u 11 :ih 411 cfm 0.048 cfiTvBWh 80 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. E w1-19htsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 MCA E:1Files\f\Fox & Jacobs 20021250912509.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D 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 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20072 ft3 x 0.0167 = 234 cfm 2 Winter infiltration bad 1.1 x 234 cfm x 32 °F WrterTD = 8243 Btuh 3. Winter infiltration HTM 8243 Btuh / 296 ft2 Total window = 27.8 BtuM2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20072 ft3 x 0.0167 = 2 Summer infiltration bad 1.1 x 134 cfm x 18 'F SunmerTD = 3. Summer Infiltration HTM 2650 Btuh / 296 ft2 Total window = and door area 134 cfm 2650 Btuh 9.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff. x 134 cfm = 3946 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing bad Sensible ventilation load 1.1 x 75 cfm vent x 18 °F SurrrmerTD = 1485 Btuh Sensible load for structure (Line 19) + 29386 Bbh Sum of ventilation and structure bads = 30871 Btuh Rating and temperature swing mullipliier x 0.98 Equipment siziM bad - sensible = 30253 Btuh 2 Latent stung bad Latent ventilation load 0.68 x 75 cfm vent x 43 grAb moist.diff. = 2212 Bkh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3946 Btuh Equipment stung load - latent = 7538 Bhh1 Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden PrirlkxA certified by ACCA l o meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ACCK EAFileslflFox & Jacobs 2002Q50912509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2509 8.28.01 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FAMILY a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0 b n W a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 LDY DIN/LIV/FOY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 MSTR. BR a n e C 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 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BDRM3 a n w C 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 a n e C C n 0 d 1 1 90 1.0 1.0 5.0 5.2 54.4 32.0 0.0 a n e c C n 0 d 1 1 90 1.0 1.0 3.0 5.2 54.4 16.0 0.0 wrightsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 E:\Files\f\Fox & Jacobs 2002\250912509.rsr Page 1 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 mw ru .r. in t a 1 Naneoffam Entire Hose FAMELY POR N00WITCHEN 2 LergCiofeposerIM 323.0 It 54.0 ft 4.0 ft 34.0 ft 3 Poandinams 17.0 x 15.0 It 4.0 x 8.0 It 24.0 x 11.0 ft 4 Cefigs Condit Option 8.0 11 heagcool d 8.0 ft heallood 8.0 ft haaflood 8.0 It healkod. TYFE CF CST HTM Arm Load (Btrti) Area Load W) Area Load w) . Area Load (Btri1) EWOSLF E N0. Htg I Ctg Ht9 I Cig f8) Htg Ctg ft) Htg I Clg ft) Htg Clg 5 Gross a 14B 4.E 21 968 m 272 EVosed b 13C 3. 1 m 160 a- 0 walls and c 12C ZE 1. 1288 0 0 0 parh3orrs d Of O-C C"" 0 0 e 0. 0. 0 f 0. 0. 0 0 6 UrbAsad a 1C 37. 21 fm 32 1183 10 m glass doors b 8C 37. 4C147i 0 0 0 40 1478 Heating c 9C 38. 0 0 0 d 0. 0 0 0 e 0. 0 0 0 f 0. 0 0 7 VVdwusad North Of 0 0 0 glass doors NEMW 0.( 0 0 0 0 Cooing FJW 54. 2 12294 1741 50 272) SBSW 0. 0 0 0 South 30. 973 0 0 0 Horz 0. 0 0 0 0 8 Other doors a 11A 18. 12 717 484 340 229 0 0b11A18. 12 0 0 0 0 0. 0. 0 J18 0 0 09Neta44B4. 21 8D2 3636 1651 2 1106 494 0 0 222 1023 457 eposed b 13C 3 1.2 310 977 363 1 447 166 32 101 31 0 0 vialls 12C 117G 3387 226 0 0 0 0 0 0patNandd00. 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1. 1. 1741 183d 2413 0 0 234 279 b 0. 0. 0 0 0 0 0 0 C 0. 0. 0 0 0 0 0 0 0 d 0. a 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 11 Floors a 22A 25. O.0 162 4199 0 54 1400 4 104 34 881 04o4e: room b 19G 1. Of 399 453 0 0 0 0 0 0 0 i c 0. 0. 1issd'ispi. spl. d 0. 0. 0 0 0 0 0 0 0 for slab a 0. 0. 1 0 0 0 0 0 floors) f 0. 0.1 0 0 000 00 0 12 Infiltration a 27. 9. 296 8243 2350 50 1392 0 50 1392 448 13 Steal 1 +8_+11+12 33W mm Less exarnalheafig 0 Lesstranster 0 red strixrtion 0 14 Dudbss 1(p 3305 10'/ 597 10/ 10% 542 15 Total loss =13+14 36?50 6455 22q 16 Ent gains: Pto0e@ 300 E 180D 4 129D 0 1290 180D 0 1 129017SubbtRSHcF7+&&.p+L12+16 25714 4278 1"" 5191 Less e d rral 000ling 0 0 Less trader 0 0 Cooing redistribution,. 0 0 18 Duct gain 101 Zfil1 10, 423 101/1 4 101/ 51 19 Toil RSH g3ir(17+18)-PLF 1A0 29386 1.00 4706 1.00 41 11]0 5710 29 Air fequired (con) 140D 1400 I 249 224 230 Prnbd certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 AC'C'% E:\Files\f\Fox 8 Jacobs 2002\2509\2509.rsr Page 1 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 MWVUW_J. int a 1 Nareofroan Lfy I)NUMFOY MSTR.BR MBTWMC 2 Ler glh of pmerf M 6.0 ft 64.0 ft 40.0 It 30.0 It 3 fbomdrnasbrs 16.0 x 6.0 ft 19.0 x 220 ft 21.0 x 19.0 It 13.0 x 16.0 ft 4 Cekngs Cant.Option 0 teatbool 8.0 ft heatlood 8.0 ft treel/000l 8.0 ft i he@" T7FE CF CST HTM Area Load @ffi) Area Load W) Ara Load W) Arm Load (Btib) E>6 OSLIRE NO. Htg I Clg ft) Htg Clg OF) Htg Clg ft Htg CLJ F Hl<J I Clg 5 G(oss a 14B 4. 21 4E 376 0 Fused b 13C 3 1 136 0 VW& and c 12C 2 1. 0 m 240 patmors d 0. 0. 0 e 0. 0. 0 0 6 xioAsard a 1C 37. 64 11 0 doo rsors b 8C 37. 0 0 0 d 0. 0 0 e 0. 0 0 0 01 7 V4Y des ad North 01 C0 0 0 0 glass doors NEiNW 0. 0 0 0 0 C kg EN 54. 0 32 1741 1741 0 SESW 0. 0 0 0 0 0 0 SacAh 30. 0 32 9T3 0 0 Horz 0. 0 0 0 0 8 Olherdom a 11A 18. 12 0 20 378 255 0 0 b 11A 18 12 0 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 e posed b 13C 3 1 0 0 136 428 150 0 0 nab and c 12C 2 1. 0 0 0 28a 240 691 467 partitions d 0. 0. 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 10 Ceilings a 16G 1. 1. 0 0 0 399 421 208 22D 288 b 0. 0. 0 0 0 0 0 0 0 c 0. 0. d 0 0 0 0 0 0 0 d 0. 0. q 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 11 Floors a 22A 25c Of 156 0 64 1699 0 0 0 Note: room b 19G 1.1 0. 0 0 0 399 453 0 0 penmelor c Of 0.( C 0 0 0 0 0 is dispf d 0. 0. 0 0 0 0 0 0 krrslab a 0. 0. 0 0 0 0 0 floors) f 0. 0. 0 0 0_ 0 0 12 Infiltration a 27. 9. 0 84 2339 7SZ 891 296 01 0 13 Stbblolloss=6+8.+11+12 317 8515 377B"` 911 Less exlornal he&U 0"" 0 LesstraWer C«» 0 0 14 Duct loss 10' 10'/ 10/ 1 m"" 101/ 91 15 Total loss =13+14 414 4156 1002 16 InL gains: Peo* @ 300 0 1 300 130C 0 1200 1 600 0 0 0 17 SWU RSH gait=7+8.+12+16 699 4781 Less a dwd cooFg 0 Less transfer 0 Cooling mdistribution 0 0 18 Duct gain 10° 70 10'/ 478 10'/ 10 % 19 Total RSH gain=(17+18)'PLF 1.00 7E9 100 5259 1.00 1D0120, A'v2gn>ired (ckn) 16 37 361 251 1 1 PrirTbLlt certified byACCA lob meet all N quirema is of Manual J 7th Ed. wr gl tsoi t Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 14CCp` E:\Files\f\Fox 8 Jacobs 2002\2509\2509.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job:2509 8.28.01 niv rvrx. /In to 1 dmorn BDRM2 BUM BTW BDFW4GAW RM 2 Lay icfeposedvd 15.0 ft 28.0 It 6.0 It 420 It 3 FmcrndrrtersrJrs 15.0 x 17.0 ft 13.0 x 15.0 ft 16.0 x 6.0 It 1&0 x 18.0 It 4 Ceings Cant Option 8.0 h V d 8.0 ft he@" 8.0 ft he#l000l 8.0 ft her3Aood TYPEOF CST HTM Area Load (Bhtt) Arm Load (Bhit) Area Load (Bni,) Area Lars DVOSURE N0. Htg I Clg ft) Htg Clg Htg Clg ft) Htg Clg ftj Htg Clg 5 Grass a 14B 4-E 21 0 0 0 Eposed b 13C 3 1 0 0 vat and c 12C 2 1. 120 48 3w Pat- d Of 0. 0 0 e Of 0. 0 0 0 fOf 01 0 6 V*x1omad a 1C 37. 1 591 16 591 48 177 glass doors b 8C 37. 0 0 0 0 0 HeaSxj c 9C 38. 0 0 0 f0. 0 0 0 7 V*xbAs d North 0. C 0 0 0 0" glass doors NEW 0. 0 0 0 0--'- 0 Cooing E/W 542e 1 870 1 870 0---- 48 SEISW0. 0 0 0 0---- 0 South 30. 0 0 0 0---- 0 Horz 0. 0 0 0 0 8 Otherdoors a 11A 18. 12 0 0 0 0 0 0 0 b 11A 18. 12 0 0 0 0 c 0. 0. 0 0 0 0 9 Net a 148 4. 21 0 0 0 0 0 eposed b 13C 3 1 0 0 0 0 0 0 vaFad c 12C 2 1.104 300 292 20B 599 404 1 288 829 59J padbors d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 f 01 0. 0 0 0 0 0 0 0 10 Ceilings a 16G 1. 1. 255 269 353 195 206 270 96 101 133 324 342 41 to0. 0. 0 0 0 0 C 0 0 0. o: 0 0 0 d0I of 0 0I 0 e 0. 01 C 0 0 0 0 0 0 C 0 0 f 0. O.q C 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0. 0 0 0 0 0 0 Note: mom b 19G 1. 0. 0 0 0 0 0 rspl. c 0. 0. 0 0 0 0 0 0 is d d 0. 0. 0 0 0 0 0 0 for slab a 0_ 0. 0 0 0 0 0 lbars) f 0. 0. 0 0 0 0 12 Infibation a 27 9. 1E 446 143 16 446 143 0 48 1337 13 Sublotalloss--»8_+11+12 1606 1842 24C«, 4282 less a de nal hearg 0 C 0 Lis transfer 0 C 0 Heating redstrilbution 0 14 Duct loss 10IX 161 10Y 184 10/ 21"" 10°/ 428 15 Total loss =13+14 1766 20Z6 2u4 4711 16 hit gain People @ 300 C 0 0 0 0-"- 0 Appl @ 1200 C--"- 0 0 0 0 17 SubU RSH gaiT=7+8 +12+16 1569 1688 226"-- 4090 Less eternal ox" 0 0 Less farrier 0 0 Cooling ration 0 18 Duct gain 10' 157 10'/ 169 10/ 10°/ 405 19 Total RSH gain--(17+18)-PLF 1.00 1776 1.00 1857 100 1.00 4455 20 Airmquired (chn) 82 ig 181 21 Pri W certified by ACCA t D meet all requiremer is of MarW J 7th Ed. wr® ghtSOft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 gyp` E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 3 ME 1. ly 1 51 I I i 3 .. f S! INr[IIWLDMTC 9TIW POST le' w0[ OOOR: r{Aa[o r/ Toc--Loc Ror k eonn REy, NO. iIMIDWICrIWIC. A0/1[SM (AL0r0 C[MU), V fliiW ' A OPTMINL WTVIOC KCM LOCH POLRON WK. OOOR WIDTH - If'-O' WeIN NiileuR Ne1E 1 FRONT SRAM[ WITH U.V I ON If I ' l 8pp8pRS VP TO 7'-Q' HIGH CONSIST d ((1) SCCTWNS (TNGWN . CGTMIO ON WTSIDL {WVAOC WA.1/1G R[OVetm. W SCRCWO WY I[ COLWIpUW1K 00RS OM 7'-0 M*4 COMSAT Of (S) SCGTON7 (NOT S N). (our Nor RCOLRR[D) TO PROMOS A FU)fM I0AW 31J01'XI. HOR1CrNL .WEBS DO NOT TA04M L04. TMICH /NOSU1L J Srr7leN e R REVISIONS 10 G HIM, LMO STILLS A71ACHLO TO DOOR crop, IOTfOw LKOC gym I I 1 TION HORIZONTAL TRAOH SNPORT It DOCK VWMAll1J1 (TO StAQ D fA 16'0-0 rQ M000 AO wM4) s/u'.1-a/I.woOo ua WCRCWI. LISTED IbAr NfjpRO OW ci°-V r_M AVAIAOIL As IM d110N 1' OKV, STCCL }RACK, Z- AWI. TRACIL TWCKnCt3l OeO' BOM !10[W) yyy rTP. 2-1/1'. 11 OA CALV, 77sf1. TNgt av4m. Tao POYR LOCKYIe # ( 4) TNfJI IRAC1LCii PG 310G 1 . n yb' uIR td eRAaR REPORT#geoec LB }LLCM IIL wOlDED INS10L bRAam of iu liW:n uw ' CL' RKA a'ANCTARI.O! O PSm" DOGPG um f wTK OH[ 6WV, OiHLo-OINpLPRWG, \ VApNItw'O4AT O OTYOM OPSIDDIOfMtLSHIM. SHIP tAI JOINTS, V TAU U-NIL 30 G OALv, STCS>, INN. YLSD STR04TWL 30 KSl r r= kkff= f 1.P6/1' SIK[T NCTAL fCA0r3 0 0 1 A 7 1' So SCAMIs [! 10 wuNi Jy^• urre+eun uwrr STOP WOULDINO IY DOOR 147""G (TO SUR) 10 G WIN. GAIN. V= 00 STSL 30 G OLLV, am INTUt. JTU G 21 MTGS (1.000 Pal WIC CONCKTI) OR . _....-. _- -. `7/If' I.D. RWNO PVSNN Sr1AP LATCH [ ML:ES 1/114' TAPCON SCAM ON 17-1/1- MTV" (L000 / I IA/" le ( OML PG ROLiLP 11 0,pgAALLV. fi JJ, (N1CA WNQC ONTOWJMC1LTRMLPSW. C 0." HIM O+CLUDED wrM J L r.VSr{NW ro ILT 3'f4.Gi-M/,(') IxG. QALV, SiL0. id OM[ iNM LATCH ON SLf.M MKNONf, . 0.0. HIM. W3NCR RCOUNID 3' CALV. STfCL TIUCN IAf141CD 70 Vy N 1MD. fo IN W[7µ. 88CC,v..a WIROUSJI WGKST. LAR1 WITH T-CONS. ANCHORS wAY 1C LpyH CAWwc 13 G CKV. STM TRACX &%heA' t. T ATTACN(D V/(.) INTEL STLS [ItAI 3" 0f DOOR. (But Nor RCOUPED) To PRO'A0C A /LuaH TR.AC1f AITACnfD 10 eRMftT ,hS 4 HETKWS e aWELT Wcr1i . nORLian7.w. Juw oo Nar p,MCHIC I/a' '"7 (.) I . a 1 36! 7 SCALW7 PG 00 Wnoc S / OUT= KaEO Fw" - LNo1' OM SNORT-STW. 10 NIL STCCL ROLZSR. CALY. 37M CHO STS1 Ln0 WNCC, CACN `/ sT •• reui•.xw LWLK WQTLRSI[1D, P.L. EA to TONTULpy(p ^.rnN eI ins Rv a ew. I•, frrneH c. e NO Ri11 P.C. 146446 P.L 3X71 . SfllLl W/j1) ITh3/a' W90C WWOl1 SNCLr w DRM'W J (/) 1 1'.1 1' SCV TAPPING Sau". w TM oescN d T11G SUPPORIIMO STRUCNRK [L[w[wrs DESIGN 10A03: +24.0 PSF df -24,8 PSF bL n L PSYOMWeWtt or tnc PI drASq 1/L of TEST LOADS: +36.0 PSF & -37.0 In KNNOLU OF OpOp RCC0110fOR TYIC SJIL0010 OR STRVCMK ANO w ACICOROMIC( OALV. STC0. W WIS MO fUOE SOLI MM DU"L[M ILWDS.O ODOCf 1011 TNC LDAOA LAICD OM mAa w•.m A•t • •AR IN A x-,-3-1 PAriGN ((I1 L iW0 U-"" lOLt L.00X O+OADC7 TILS ONWIKC. w WITH A . fEx lD/Yafi PART NO,; ON barrow S[CfIDn, ONC'U-NIL On NISI w10 YGT-& KCRON [rC.). EMI U-Bw1 A7TACNCp IRA" CHIC 1grKi' WkIss Stelae OlNfni" wM I/ i13/t' KV TMPM SCRIMS LOCX ON Cww.lwl/Pr ilva•.,w.l, PG sins LOGt1oK a r cIDP. Y fwL Pe""7Rmw-n ca TOLERANCES P.. a1.N.. NNNMNM .OQ • *,CIS MNwI II .Hv Mt•IL fWa. w N.r Wr nw. ^w nrNK w 000 • *,005 I! G , Y,i WlsaBOrTOH BPACKCT. l _ J/ f. fkh M Wy r•a» «. ,0000 . t,001 ATTAL71(D wM (3) llhi/1' SIICQ YSTK SGMS. / brr rA•IWy NWI..I. LVWNUW LLrrRWNIM ^ J pJ h jJl , SlA • t t/ 1' NNYL'RLAMGfl111. / ThirO Mgte + - UnWa slates OINaMa. ProJael)on DWENSIOKR Au w u.olt 3 2 BY: 8MN DATE: 4/18/00 SCALE: NTS DWG, EO BY: Www DATE: 4/15/00 SHEET I OF I SIZE _ NO.: 102130 REV. NO. I Lw A A f 990 p SOON.• Thermo-Tru In-Swinq Door Wood %r ores System u..u^,M OVERAll NOMINAI 517EI Single up to 5'4 x 8'0 w/wo sidu"J•s Double up to 8'4 x 8*0 w/wo sidolltss SASH C CONFIG)RATIONG. X. OX. XO. OXO. =1 OXXO NERAI OFSrRIPTION: The hood and side iambs are fingerjoint pins measuring o .min. 4-9/16' with a i/2' rabbeted stop. 3/1e• rAocoN . TYPE ANCHOR 7 1/2- OftWil, Y x 2 FYBar/a d• UtWHRY 04 - 2x B= B Y 2-1/2• Ik FH Ws i Ifi10 mIANB O t Tp 2x wB-eucx fy t 1/2• DRYWALL . 2X WV. - l•r.S ., . 1tT 1 x 2 FlR/e,IO I3•L.----- MAX t8' O.C/ QFSiGN PRESSURE RATING: Single Positive.67.0 PSF Negative 67.0 PSF Single with Sidelltes Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF MAX 18' O.C. 3/1 B' TAPCON TYPE ANCHOR ELOO TAPCON Of' EOUAL 1/2' DRYWALL 1 r 2 FIRR1Na WASONRY L1H7fL T L MID I 3/I6' TAPCON S.. net. 2) Nfi1D .14/B ro 1x sue-eua 1/2• DRYWALL ix BUCK 7 1 Y 2 FlRR.A i N `! f '•' 233 L8. SHEAR RATING) 3/10' TAPnote Z) 1 3ee role 2) \ jv r B x 2-1/2' t ,. i PFN W$ fitINIi 7' ik Y ffiF8J!ffi TAPCCN TYPE ANCHOR w J" MAX. t/4 • MIN. 1 It 14. SHIM SPAC VERTICAL SIDE JAMB e - 0, rut DAMW SPACE '7 t w o Ix we-euCK 1.1a• MxOLL QjE 1. This system hoe been evaluated for use in locations adhering to the Florida Building Code a f i VERTICAL SIDE JAMB and when pressure requirements os determined by MCC 7 Minimum Design Loads for Buildings G—TO 2X SUS , 1/• wtJUL and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topton type concrete anchors must be used and the length must be such that a minimum 1-1/4' engage vent of the Topton into the masonry wall is obtained. t\ O aN0 00 O Tg'' U OLJ WO dojo 2 a on o ' a rc Y u m v CO z J CO 41 Luu rz C N oo tq n J O 0, lJi Z WJ G W O OCr 0O itz 2U Q ! Z BV LWNa ONSVLTANTS. INC 013. 6B4.3t131 OATS 4/3/02 SCALE: N.T.S. DWG. BY: W.L.N. CKK. BY: R.w, DRAWING NO.: T- 02201 SNQT 1 01 1 I AIOOE7 DESIGNATION: Thermo—T!u Out —Swing odor Wood Names System :F;IGN PRESSED RATING. v, • I dv£lt 1 NOMINAI SI J 7-:' Tingle Positive 67.0 PSF Negative 67.0 PiFSingleupto5'4 x 8'0 w/ro akrl'fn Double up to 8'4 x d'0 r/ro aidelites • • .a •. Single with Sidelites Positive 60.0 PSF Negative 60.0 Par tY (V i,val F ONFlL:IIRAnONc• Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF of X. OX, X0. OXO, XX, OXXO !n Z M C[tdRAL DESCRIPTION: The head and side jambs am Angwrjoint pine Z O measuring a min. 4-9/16' with a 1/2' robbotod stop. d MASONRY L94TE1Lj y ,.••••' J116' TAPCONANCHOR J' MAX 18' O.C. I It .1 f1RRING M O M OrrPE7 MASONRY UN70. OR eV ALL m' 1 It 2 FlRRINC ' Wco (L DRYWALL At t 3/16' 14PCON TYPE ANCHOR 3/ 16' TAPCON d 3 tX SUC< TYPE ANCHOR y ' . 23' MAX. y ,,' : e" SHIM SPACE I ci .: s F F87Q8 2.23 --11 = N 1dIF8t08 v a, N 8 i — lt4E8 B J/16' TAPCON .J ;n 1 •E u n_ TYPE ANCHOR ^• V Z J as t HEAD ,NMB ui V 1n= 1.73' j TO iX SUB —BUCK u F PFH INS =ci -. d y ,•' M $ pO mJ S: HEAD JAWS o '. MASON SLOCx N J O (n (r 2 D UB—B o • y ...' . 25' MAX. . •.: t rn f} - 'h ,. .. s. SHIM SPACE f.2S' MI,!. w y. r u •s• I El(9. 3 gjj 7'rx v 1 1 MIN, y • ' TAPCONEMB. .. !' . TYPE ANCHORi3iF$I.OF •, • Z W L13' MW. . •' 0. 00 TAPCON OR EQUAL J/16' TAPCON t U WEMS. v (235 l9. SHEAR FATINC) TYPE ANCHOR N QO SHIM SPACE - O E2TEBl08 •+ N . h ', jI t r ' { or INTFRIOR L = to ZZ r iPFHxWS 1/2r ,•3` T. •'v C— SINK 1 x L FlRRINC Q O L i• $_ -, •. DRYWALL r•` vERTiCAL SIDE .IAMB IX BUCK TO 1X SUB —BUCK suaa, Ne s 1NTERIO 181 x 2 FlRR)NG 1lOffi 1, This system has peen evaluated for use in locations odhering to the Florida Building Code 813.fi64.38J1 I5' MIN. and where pressure requirements as determines by ASCE 7 Minimum Design Loads for Buildings C— SINK RYWAL- DATE: 4/3/02 fj y( BUCK - and Other Structures do not exceed the design pressure ratings listed herein. VEMSCALE: N.T.S. 4t 6 rn TO ? X SU808UCKB 2. For installations where the sub —buck Is less than 1-7/2' (FSC section f707.4.4 Anchorage Methods pw0, BY: W,LN• and iub—sections 1707.4.4.1 and 1707.4.4.2) Tspcon type concrete anchors must be used and the CHK. BY: R.W. length must be such that a minimum 1-1/4' engagement of the Topcon into the masonry well is obtained. DRAWING NO.: J. When usinga IX sub —buck a 6-9 16' jamb is required to allow for min. edge spacing for Ta on t e oncnors. T- 02203 1 eq 9 P 9 P< YP VW t OF I Sa E. nA r rt3 a 1 w}r x% Y !l I: I,OOEL DESICNAT70N: Thermo-Tru In -Swing / Oct -Swing Door Wood Frames System M vIM IM OVERALL NOMINAL SIZ Single up to 5'4 x 8'0 :Iwo sidelites Double up to 8'4 x 8'0 r/wo sidelites U-ARLE CONFIGURATIONS: X. OX, X0, OXO, XX, OXXO GENERAL DESCRIPTION: The head and side jambs Ore- fingerjoint pine r measuring a min. 4-9/1E• with c 1/2' rabbeted stop. K 4w. . DOUBLE 2X •- HEADER n• rovwu i _ . .. sur nauv: .. Y PFH WS I EYTEMB C-SINK SHEATHINO V 26• MAx SH M SPACE 0 VERTICAL SIDE YJfB . er 1.Is' UPI. -- ENB. . 1 nECIr.N PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47,0 PSF Negative 47.0 PSF 0 I. + I4- TYP.-1 b 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 Buildi.T;s and Other Structures do not exceed the design pressure ratings listed herein. 13.654.3831 CATE: 4/3/02 SCALE: N.T.S. owG. BY: W.L.H. CHIC BY: P-W. x VAW N0: T-02202 sw[n 1 Or 1-- I , 4 I i E THERMA oTRU® F78ER CLASSICPSMOOTH STAW,RASWM"SAJl3LP AND DOUBLE WIA WAWTSIDELITES. INSULATED FIBEROLA.SS DOOR WRHWOOD FRAMES. r GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. 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 DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE R 0 JRED FOR SIDELITES ONLY. 7. SIDELJTES ARE AN 'OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength Fy(min.)==6.000 psi SmoothStar - 0.070' minimum skin thickness FiberClossic - 0.110' minimum skin thickness Core design:. Polyurethane foam core. withl.9 lbs. density by BASF. p ne1 Construction: The pa el skin is constructed from a 0.070' thk. s ieei -molding compound (SMC,. The inferior oority is filled with 1.9 lbs. density BASF polyurethone foam. The porsel face sheets are glued to thewoods,Wes and foils. Thy LVL krlch stile s reinforced with a wood lock blockmeasuring2.375 x 14.0. long of the strike and deodbolt location. The hinge stile is Finger Jointed Pine and the top and bottom roil ore of a wood composite materfot In the double door application the inactive door is fitled with an extruded aluminum astragal (Wind Janber C) of 6D63-T6 alloy. The frame is constructed from fi jointed pine. The er rs fan o the side jambs with (3) IrM?m 1/'crown x 2 long stoples at each side. The mullions are secured together in a sidelitte opppplicalion using /8 x 2" long PFH Wood Screws (6) screws per each mullion. The units use on Inswing Saddle threshold measuring 5.75' x 1.548". r nto GlazingThe sidelde panels are sandwich glazed usi a two piece p frame, ey are dry gazed on the exterior with on 778' thk. cellular ggoing tope (Stiyy-11 Tope) dL caulked with sue. The Gte frames ore heldtogetMrwilda /8 x 1 /2 long Plascrew. TABLE OF CONTENTS SHEET j{ DESCRIPTION 1 I TYPICAL ELEVATIONS k GENERAL NOTES 2 1 VERTICAL CROSS SECTICTIOONS 3 HORIZONTAL CROSS SENS HORIZONTAL CROSS SECTIONS do NOTES 5 ANCHORING LOCATIONS k DETAILS 6 ANCHORING LOCATIONS 'r4 GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS k UNIT COMPONENTS 37.5 MAX.- OVERALL WIDTH 36" MAX: { PANEL WIDTH o w ix 41 w = a J 6 e O x O o N Nm c1NCy FLLT 74.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH W ASTRAGAL WM tL 00 0 t DESIGN PRESSURE RATING UNIT TYPE WHER WATER INFILTRATION REQUIREMENT IS NOT NEEDED SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF WITH SIDELITES 55.0 PSF - 55.0 PSF 10MAX. OVERALL hKAMt wwlrl 36. 66.625" MAX. 15.5' MAX. LJ PW ANELASTRAGAL WIDTH FRAME WIDTH O 13. 75" MAX. Q 00 WIDTH Roy°° 7. 125' MAX. Q Z o D. L.O. WIDTH to O LL) O Q 00 W 00 IL cc a0zN h k? U z DOUBLE W/SIDELITES INSWING UNfT d 68. 5" MAX. OVERALL WIDTH F vOS ALL MODELS 36" 15.5" MAX. VIEWEDo ARE o m a3 FROM INTERIOR I PANEL WIDTH FRAME WIDTH &I 3 13. 75" MAX. WIDTH m 7. 125" MAX. D. L.O. WIDTH xW r O / G o e c Zw a a o r Z eUILDINC CONSULTAMJ'. INC i' JL O a. ®o A. XI scA er: N. T.S. 7JH CHK. BY: RW MANS CT . N s ~NG N .: Z O uN a a U d Nyin 11n-la. d pOOO 6 2 w 4Q J EX1F'RIAR b INTERIOR a 0 O d o cy 1.68" MIN. p .: 0 tV PANEL THK. 0.O...0. ' O L7o O 1 8 p O 5 11 19 D ai ti 29 O 42 Ln to p O W) I d' Da 43c133ap. 0 r o •. SEE NOTE 34 O- 'O'o 5 SHT. 4 U 2 41 i LU s NOTE 1 T. 4 z 5" MIN. a CLASS THK. EXTERIOR 1 IO R s o `° 0 25 0 FOAM CASKET do N . ao SILICONE CAP BEAD O ',o..c 6 Boa\• O 0 010 1.68" MIN. p . .. PANEL THK. t O . 0. 42 O> 4 00 LL O 00 1 $11 110 O W O n W to a- a13.684.3831 We 08/10/0 suu:1/2" = DWO. BY; T. cm P; RW DRWHO NO.: sccr La B ZY ' i x Jcoz ASTRAGAL RETAINER q BOLT 8.0" LG. TOP. do BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM I ONTA CROSS _$F@QN 3 ® ASTRAGAL 1.15' MIN. EMB. f--.15- MAX. SHIM FOAM GASKET 3r SILICONE CAP BEAD O1 ® 41 SE • TE 1 ift v,L , BUCK i 37 a SEE NOTE 7 SHT. 4 K21 HORIZONTAL CROSS SECTION HINGE JAMB TO SIDEUTE M,I,TTtUIFACTULRI> R M+1 E 8 xZ z 7 in JO FOAM GASKET do Zo wSILICONECAPBEADHN O" UO1 Cfn o Gla- o 1 Y z s 41 U SSE NOTE 1 SHT. 4 x+w rwrts, we 813.884.3831 oa 10601 ca/2• 1' c. er TJH K. a*f RW 4NNc W.: S-2151 rLT 3 a 8 1.15" MIN. EMBED. 15" MIN. C—SINK F RIOR IIa: • . v NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5", 16.5', 27.57, 38.375', 49.375' & 60.3757. 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 U44CTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3", 5, 18.25 40.5', 50.25. 74.25. 76.25' do 78.25. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16G4. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDEJAMBS WITH 2) 16GA x 112" CROWN x 2,5' STAPLES AT BOTH SIDE. 5. THE SIDELTTE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (J8 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE 70P 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• SPACCURING THEINGFORMULLONS TOGETHER ISEM NO. 43 THE ' SAME CAS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7 USEN ITEM ATTA EMACHINGNO. 12 (110THE 1Nx 2 T SCREW). THE WHEN ATTACHING AND THE K THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 314" SCREW). z W a a FOAM GASKET do SILICONE CAP BEAD 1.15' MIN. EMBED. 15' MIN. C—SINK r Z Y 1 w co a 10 o e 4 2 HINGE JAMB TO BUCK, SEE NOTE 5 SHT. 4 w SEE NOTE 6 SHT. 4 Y Z x 36 S 29 13 41 ezSEENOTE 1 ^ a 3 SHT. 4 31 I 1 NTA ,ROS• SF.ScILQN 4 ® 57RI' KE TO SIDELITE JAMB 0012 10 SEE NOTE 7 SHT. 4 25' MAX. SHIM SPACE 0, > r` r N Q 0 00 OD S. V) I 7 N O W 0 Ono 3 Q 00 ml- op00 VJJQZ4d N OZ N0 V 2 N NlSU wLTA. I=:"o NC 813. 684. 3831 SEE NOTE 3 SHT. 4 ndo _ SEE NOTE SEE DETAIL y n 13 6 SHT. 4 , SHT. 5 4 a o TYP. SEE DETAIL SEE NOTE - TYP. 6 SHT. 4 13 - "G" SHT. 5 TYP. _ - - SEE DETAIL 13 SEE NOTE H" SHT. 5 .0. TYP. 4 SHT. 4- SEE DETAIL "C' "C" TYP.- B" D _ "B" o "G" SHT. 5 14 o - 14 14 TYP -1 14 TYP. 1 3- .I , 3' 3' -i 3" I -1 i 6' 6" F- to 3" 3 3" 6' 6" 6' E&TRAL FL®A 1BO ®.AFC. SINGLE DOOR RUBLE DOOR W/SIDEUTES MASTER A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW SEE DETAIL "F" SHT. 5 5" 6" 6. 12 w 0 La 13 10 4 ftF-73 10 DETAIL 'F DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DE7A1 .. STRIKE PLATE STO FEE DETAIL "C" AT THE THRESHOLD AS SEE NOTE 3 SHT. 4 N N VI N of 1v ainDETAIL HT. 5Ty j . 1 N 1 1 \_ SEE NOTE to 4 SHT. 4 813. 684.3831 s OS 10 01 ua N.T.S. TJH K. er: RW WNG NO.: S- 2151 N N J. SEE DETAIL E' SHT. TYR j,I r j? i1GN !l LR11U . 1 MA, N tJFAC T ER SEE DETAIL r SHi. 5 1. AS It 1 zil, 6• & 3 6b. 1 6 3 6' 3- 3r -- 3 1 6"-'1 3' I ISEE NOTE13yp3SHT. 4SEE NOTE SEE DETAIL' n3 SHT. 4E.NOTE — 6 SHT. 4 F' SHT. 5 — Oi O V 13 n v Q. Typ.SEE DETAIL — — G' SHT. 5 SEE DETAIL SEE DETAIL TYp, 'E" SHT. 5 5 N' SHT. 5 . ui — - TYP., J- SEE DETAIL 'K' L"M" = 'K" TYP.'M' p SEE NOTE "G' SHT. 5 14 14 14 — 4 SHT. 4 — TYP. TYP. 14 TYP. "M' . Typ LL 6' 6" 3" SEE NOTE 3' 6" 6 14' 4 SHT. 4 6' 3" 3' DOUBLE -DOOR SINGLE DOOR W/SIDELITES 453' GLASS SITE 463" GLASS SITE v 25 GLASSTEMPERED 25" AIR 0 ., SPACE O O Y z 1/8TEMPERED Z Y 3 y CLASS n 36 8 io Zd 4 t ' a SE NOTE 1 25" STEEL INTERCEPT SHT. 4 SPACER 5" TCM LITE INSULATED _ GLASS W/ FRAME GLAZING-j2[161 J 1/8" TEMPERED rSEENOTE GLASS O " D. 25' AIR Q a SPACE O a. 1/ 8' TEMPERED GLASS1C{ IER14R36 m Li 25' STEEL INTERCEPT SPACER 5' INSUf ATED GLASS W/ 87S 117E FR4ME GLAZING DETAIL o>_ ZEE N O co I p2Z2 OIj U oLU, t\ T a In OJ a N cr cr Os20 z co INC 813. 684.3831 DNA*- M NO•: S- 2'151, sNm 6 a 8 4.563' 1.063" F- r Fn L% —T 20 21 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 28 ILL o97* 4 x 4 STEEL DOOR HINGE e clnELITE TOPTOP&BO OM IL FINGER JOINTED PONDEROSA PINE CE 0 I1.232" 33 PLASTIC I IP' LTTE FRAME EXTRUDED_BIS F691 I a so _ j_ INSWING SIDELTE 15 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL O C0 L o n 1" FC TOP RAIL WOOD COMPOSITE l r,) cinci rrc RI dNK SIDE 571LE 36TT FINGER JOINTED PONDEROSA PINE 1.264" O O N 7.531 cr LATCH SIDE STII F GOMPOSffE M in T , N i in1` n v 4-- 2.375" ---{ r 1.531L 1 N rn T SS BOTTOM RAIL 30 j Oe WOOD LOCK BLQQ W000 C11 OMPOSITE 0FINGER JOINTED PONDEROSA PINE WOOD COMPOSITE O--- 1.531 ----4 FC 80770M RAIL O co 526" z.713' Tr THERM.e—TRU'S POLYPROPLNE) OPLASTIC LIP LITE FRAME EXTRUDED TCM 5.75" CC zon T '-- 1.255 i TT 1.531' ---i O4 FG, WOOD HINGE SIDE STILE 813.684.3831 swci N.7.5 mro. er: TJH ua. ar. RW oawux: NO.: 5-215, SHm 7 or E 0 QFSCRIPTION 1 070 F1ovaim DOOR SKIN .110" MIN. THK. FIBERGM BY with 'eld h F mn 6.0002FGTOPRAIL1.531"x.94 THERMA-TRU W000 COMPOSITE3FCLATCHSilt -IRU, WOCO C01PO9TE 1.531 I 1.1094jn7l9EMRGL-ASSTHERWI-TRU FC STILE HERMA-TRU PONTEROSA PPC 1. 1 x 12095iBOTTOMF1.531 x 125 lifRlN-7A11 MOOD COYPOS7fE 6 L R FOAM F, 1.9Ilb ENS FOAM 7 SHORT REACH COMPRESSION WFi1THERSTRIP -TRU FOAM 8 LONG COMPRESSION wt-ApcRSTRP -TRU FOAM 9 10 4 x 4 HINGE .097 THK. ERMA-TRU 10 x 4 . PFH W000 SCREW Io Frorite STEEL L 1 1 S5. LIOT1011 WE 1.S31 x .91 RUM-TRU VOW MUDD COAwff 12 13 10 x 2 LG. PFH w000 SCREW 8 x 1 2 I.G. PFH WOOD SCREW STEEL ST EL 14 3 16 7APCON ANCHOR ELCO 2.0 MIN. LC. STEEL 15 SI LRE BOTTOM B007 .090 EXTRUDED VINYL VIN1 L 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERAL WOOD 18 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK A0.RhTR1G N51MNG SADDLE TF ID ALUM. 000 20 x 1.2 TlKVR 1- ,PONDEROSA PINE WOOD 21 x JAMB - W 22 4 x 1.25 ,AWB TRU, PONDEROSA PINE W 23 24 25 26 27 28 KWIKS TRAN 700 SERIES DEADBOL7 TRAGAL W NDJAMBER II WR68T .052 WALL _ALUM. GLAZING 1 2 INSULATED TEMPERED GLASS SS. HIW STILE -TRU, PONDEROSA POE 1.183 x 1.531 8 x 1 LG. PANHEAD SHEET METAL SCREW INSWING DOOR BOTTOM SWEEP 6063-T6 G S WOOD STEEL V1 L 29 WOOD 30 31 FC WOOD LOCK BLOCK 2.379 x 1.515 PONDOM PINE CH SBLf THERMA- WOOD COIFOSITE 1.183 x 1.531 WOOD WOOD COMP0.9iE 2 1 8 THK. CELLULAR GLAZING TAPE ST1K-II TAPE 33 LP UTE FRAME BIS, TNERIA TRU BTS 34 35 PLA51X 4.563x 125 BLANK JAMB -TRU PONDEROSA PME T M Woo 36 SOM SIDE STIE T1IFRMA-TRU 1.531 x .656 POMIFROSA POE WO D 37 1 x 1 3 4 LG. PFH WOO SCREW STEEL 38 SS LOP RAL I S31 x .9/ 1HERAN-TRU IWOO WU00 lX1MPOSItF 39 40 NOT USED SILJCONE CAULK SILICONE 41 8-10 x 1 1 2 PL LRC CV FOR REM 34 ST L 42 SUEUIE i0P h BOITOY RAA -TRU, 1_1 x .66 F11LiROSA PRE WOOD 43 8 x 2 LC. PFH WOOD SCREW STEEL 31 ___ 1.531 " O 592" 26 6UU> 579" 1. 531r_Ur] U N 1r, 316"— 0 0 0o10 1 1 1 o° Ozon co 0j") L 175- 00 179" COMPRESSION WEATHERSTRIP BY THERMA- TRU n N R H OMRR N T}1 R IP FOAM CELL CORE W/VINYL JACKET SS WOOD HINGE SIDE STILE FOAM CELL CORE W VYL JACKET 3" I n DRILLTRU FOR 357" OLk ASTRAGAL DRILL TRU FOR A /8 RETAINER BOLTS PFH WOOD SCREW 2PLCS wr^'^ CAMBER II WR68T STRIKE PLATE ON ASTRAGAL HAS ao r. ( 2) B.0" N BOLTS O BOTTOM 2) 8. 0" N&767' I BOLTS O TOP 24 WINDJAMBER It WR68T ASTRAGAL (A IJMINUM 052" WALL TYP.) 1 _. ASTRAGAL RAIMATERIAL: CIR Q WE YELLOW CHROMA813.684. 3831 af: TJH BY: RW NG No: S-2i51 8 or ' f JUN-21-20e2 09-52 MILESTONE WINDOWS 407 323 9729 Q-02 i IgloFrir ..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-S760 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 Masterfile. Based upon the discussions at the Mid-Ftorida Home Builders Association's meeting at their offices on 3une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X 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 Lildon 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 'h") 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-strvcturbl attachments when the window, door or mullion is installed using a 3/16' concrete screw with a minimum embedment on 1 'A'. Concrete Masonry Units should have a wall thickness of 1 YV and a precast sill's thickness will exceed 1 MA". The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A' 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 insta6lation 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 1/t" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P-03 O The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you, Regards, Robert J. Amoruso, PE raMoruso-pe@floridaextruders 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 61G15-23,002, F.A-C A rubber stamp seal was also applied to fadlitate reproduction for Orange County Building Division Masterfile scanning. Re: zooz-LTR-aL-W!? tU1111111110// J. Aly i Q cti i FIC-9j `jO 2540 34wett lane, santvrif, FL 327y1-1600 • (407) 323-3300 • Fax (407) 322-3337 019 5-06-203 12:52PM FROM it i ,tins, i„I:•st:y;lp,..)„ Permit # : Job Address: Description of Work: Y `( Historic District: Zoning: C1TY OF SANFORD PERMIT APPLICATION Value of Work- S Permit Type: Suiidiag Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pogl _ Electrical., New Service — # of AMPS Addition/Alreration Change of Service Temporltiy Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & $nergy QI Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines PlumbinVNew Residential: # of Water Closets Plumbing Repair- Residendal or Commercial Occupaticy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne; # of stories: of Dwelling Uaits: _ -__ Flood 'Gone: (FEhIA form required for o(ucr a;ac, x) Pyrcel>;: ArTach Proorof Ownership & Legal Description) Owocrs Name & Addreas: Centex Homes 385 Douglas Ave. Suite 2000 Al rmmnnte Springs,2714 Phone: 407-661-2150 Cootr;ctor Name & Address:_ Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando. FL 32806 State Lictou.-Number; ECO002494 Phone R Fax: Fqy 48 5 1 — Contact Personjohn Finlay Phone: 407-851-1220 Bonding Company ddrek.c Iortl,agc (_ender: AQdf: ns. Ar hitecUEn inter: _,_ Phone: Address. _^ VAX: 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 pro), :, Ir,c issuance oC a permit and that all work will be perfombed to meet standards of all laws regulating construcrion in this jurisdiction. I understand that a separate permii must be secured for ELECTRICAL. WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, andAIItrONOITIONERS, ctc. Ow'NER'S AM. DAVrT: l certify that all ofth foregoing information is accurate and that all wo* will be done in compliance with all applic twe f: ,Y• : I cj:,IAnng constrUCdOn and zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY K&SUI, I IN , c,l.m, I a;(3 TWICE FOR NiPROVbMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A1TF4&RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTIC F In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public mcords o: this county, and there may be addirional perntics required from other governmental entities such as water management distn ties, or fedcl; l 4rcnciea ACrcpt.arcc of permit is verification that I will notify the owner of the property of the req Signature o(Owner/Arcot Pint Owner/Agent's Name SiQ,na;ure of Notary-Sutc of Florida D Date Owner/ngunt is _ Pcrsonalh Knomi to Me or Prnduccd ID ill y• i':•.IC: `ION AITKOVEI) fIY: Illdb _. Zuninb, Initial BG, I.)uw, - re of Contractor/AgCnl Datc Charles Cannon _ 1) ontraetor Agenl'S Name gnalurp of Na ry la01 Flond — Date b'L PA' P,ICIA A. 1,' 0r AC P ! MY COMMISSION # lib 013206 Contractpr/Ace.: IS Pvrsuriuji, Known I NFL oaf" EXPIRM:March Z&=13 PiuducN „I -- Oil• 9 8po; 4NOTARY FL Nctu y sWce a Bonding, Inc. liltlint t. Dale) (IIt1Ilal ( OJlc) iIIN(3I K. C) Job Truss Truss Type Oty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:25 2003 Page 1 Scale -1:32. 3x6 FP= A B C D E F G H I J K L M N O P O R 1S 1 Ell 1 1 1 1 Ell 1 1 Sri STI Ell 1 1 10vAt IMMM 3x6 FP= 20-10-8 20-10-8 LOADING' (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 91 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 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=147/20-10-8, 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-I=-3, I-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=-132, P-U=-138, Q-T=-110 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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) 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 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 O C:) OD CV OD 00 CV cR J { TmC{ u U tl' pd u y Customer No: 1104.5`Custo.mer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509°A&B FLR Date Req:06/04/2003 Draw No:53909467FT1 Job Truss TrusFyg hiMY4aae now Qty my c;entex cmancoiz5va Na szncilswo z s 53909467 FT2 TT_ IJu" FLOOR — 9 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:25 2003 Page 1 11F— I1— Scale = 1:34. 5x4 = 1. 50 = 5x4 = 1. 50 = 3x5 = 3x3 = 3x6 FP= 30 = 1.50 11 3x3 = 3x3 = 30 = 30 = 1.5x3 = A B C D E F O H I J K Y z o Y X V- U T S R O P O N M 1. 50 II -5x5 = - 3x5 = 3x3 = 30 = 1.5x3 11 3x10 MII18H FP= 3x3 = 3x5. = 5x5 = 3x3 = 3x3 = 0- 1.8 1- 6-0 4-0-0 , 6-6-0 , 9-0-0 , 10-7-8 11-10-8 , 14-4-8 , 16-10-8 , 19-4-8 , 20-10-8 20- 10-8 Plate Offsets X Y: A:Ed a 0-1-8 K:0-1-8 Edge] LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.44 Q-R >558 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.61 Q-R >407 BCLL, 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.10 L n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 107 lb - LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-3-13 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 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-1=-4085, I- J=-2919, J-K=-1160 BOT CHORD V-W=O, U-V=2144, T-U=3597, S-T=4494, R-S=4769, Q-R=4769, P-Q=4527, O-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-0=-615, E-T=-620, H-0=211, E-S=374, G- Q=-123, F-S=-164, G-R=-81 NOTES ( 4) 1) All plates are TL20 plates unless otherwise indicated. 2) 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. 3) CAUTION, Do not erect truss backwards. 4) 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 requirementsof the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationas 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 G 0. N C a p Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job:.2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT2 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT3 FL R . ,., ' 1 1W...... Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:26 2003 Page 1 Scale 1:20. A 8 C D E F G H I J K 0 v 12-10-0 - 12-10-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 57 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 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=-19, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F= 3, F-G=-3, G-H=-3, H-I=-3, 1-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-0=-133, G-P=-134, H-0=-132, I-N=-138, J-M=-108 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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) Truss shall be fabricated per ANSUTPI 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 oN N W Z 10 f? Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req 06/04/2003 Draw No:53909467FT3 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&Bend/tsk/b 1 3 53909467 FT4 FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, a 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:26 2003 Page 1 I scale = 1:11. 1.5x3 = 1.5x3 II 1.5x3 = 1.5x3 = A 1.5x3 11 B 1.50 11 C 1.5x3 11 D 1.5x3 11 E 1.5x3 11 F 1.50 = 3TI STIT T 0 W1 1 Y i 1.5x3 11 1.50 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11 6-11-0 6-11-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 G n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 32 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 4 X 2 SYP No.3 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-0=-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" CJ=-135, D-I=-130, E-H=-146 NOTES (5) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 cc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc 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 certification of the truss designer. LOAD CASE(S) Standard M o0 cc CO + tnN N 1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO 'Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req Q6/04/2003 Draw No:53909467FT4 Job Truss Truss T e Qty Ply Centex-Orlando/2509 A&62nd/jsK/b-2-3 53909467 FT5 FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:27 2003 Page 1 1-33 0 11 °I Scale: 3/8"=1 5x4 = 5x4 = 1.5x3 = 3x3 = 1.5x3 = 1.50 = 3x4 = 3x3 = 3x6 FP= 1.5x3 11 1.5x3 II 3x3 = 3x3 = 3x4 = 1.5x3 = A B C D E F G H I J K x 1 Z ov W Y u T S R Q P O N M 1.50 11 5x5 = 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x10 MII18H FP= 5x5 = 1.5x3 II 3x4 = 918 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 a 0-1-8 K:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.31 Q-R >719 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.43 Q-R >523 . BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 99 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 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-1=-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=0 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-Q=158, E-R=158, F-R=-90, G-0=-90 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) 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. 3) Truss, shall be fabricated per ANSVrPI 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 npes and locations are for administrative purposes ionly and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Dl O ON CID 00 RI 4h 7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req 06/04/2903 Draw No:53909467FT5 Job Truss Truss Type Qty Ply Centex -Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT6 FLOOR 3 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:27 2003 Page 1 1-3-0 1-0-0 Scale: 3/8".1 5x4 5x4 = 3x3 = 1.50 = 1.5x3 = 3x4 = 3x3 = 3x6 FP= 1.5X3 11 1,5x3 11 30 = 3x3 = 3x4 = 1.5x3 = A 8 C D E F G H I J K TI T9 w y 9 E lu I T S R a P 0 N M 3x3 = W = 3x4 = 30 = 3x3 = 30 = WO M1118H FP= 3x4 = 5x5 = 1.5x3 11 3x3 9-1-8 1-6-0 4-0-0 6-6-0 9-0-0 10- -0 12-9-0 15-3-0 17-9-0 1 19-3-0 19-3-0 Plate Offsets (X,Y): fA:Edqe,0-1-8],[K:0-1-8,Edqe1 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.32 R >704 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.44 R >512 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 Matrix) 1 st LC LL Min Ildefl = 360 Weight: 100 lb LUMBER BRACING TOP CHORD 4 X 2 SYP Not TOP CHORD Sheathed or 6-0-0 oc plurlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1042/0-8-0, V=1035/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1 030, A-W=-1 029, L-X=-1 035, X-Y=-1 035, K-Y=-1 035, A-B=-1 058, B-C=-2635, C-D=-361 0, D-E=-361 0, E-F=-4059, F-G=-4059, G-H=-4059, H-I=-3592 I-J=-2603, J-K=-1 012 BOT CHORD U-V=53,T-U=1994,S-T=3250,R-S=3942,0-R=4059,P-Q=3932,0-P=3225,N-0--3225,M-N=1955,L-M=0 WEBS K-M=1375, A-U=1366, J-M=-1312, B-U=-1302, J-N=902, B-T=891, I-N=-865, C-T=-856, I-P=509, C-S=500, H-P=-473, E-S=-462, H-Q=173, E-R=159, F-R=-92, G-Q---99 NOTES (4) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. StrongbackS LU be aLLaU11UU LU walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 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 CASE(S) Standard o C\J 00 C\J L/ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:9.6 0,41? ,:0.03 Draw No:,53909467FT6 Job Truss Truss Type Qty Ply , Centex-Orlando/25U9 A&b2na/jsK/b-Z-J 53909467 FT7 4 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:28 2003 Page 1 1-3-0 1-3-8 Scale - 1:26.1 5x4 5x4 = 1.5x3 = 1.5x3 = 3x3 = 30 = 1.5x3 11 3x3 = 3x3 = 3x3 = 1.50 = A B C D E F G H RC T 9 Et S P 0 N M L K 3x3 = 5x4 = 3x3 = 3x3 = 1.5x3 11 3x3 = 3x3 = 5x4. 1.5x3 11 6-7-8 1-6-0 4-0-0 6-6-0 8-0-8 9-3-8 11-9-8 14-3-8 15-9-8 15-9-8 Plate Offsets (X,Y): [A:Edqe,0-1-8],[H:0-1-8,Edqe1 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.17 L-M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.23 L-M >808 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.05 1 n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 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,l-J=O t WEBS H-J=1 095, A-P=1 092, G-J=-1 037, B-P=-1 027, G-K=634, B-0--597, F-K=-603, C-O=-585, F-L=218, C-N=358, E FL=-138, D-N=-162, E-M=-71 NOTES (3) 1) 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. 2) CAUTION, Do not erect truss backwards. 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 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 buil ' ding 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 OC:) C\J 00 fl ice. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Pate Req:0,6,.,/.0,,1 12903 Draw No:53909467FT7 Job Truss Truss Type xAlvnr,^14"i"'' Oty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FG7 FLAT 1 1 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Fri Jun 06 10:41:01 2003 Page 1 Oii,-8 ' 1-9-12 4-10-4 7-10-12 10-11-4 113-11-12 15 8 0 15-8 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 - 1:26. I 2x5 11 500 = 3x4 = 3x4 = 3x4 = 500 = 26 II A B C D E F G R o a Li 81 L K 5x5 = 500 = 5x4 = 5x4 = 500 = 5x5 = i i i 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 PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.35 J-K >525 TL20 245/193 TCDL 10:0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.49 J-K >381 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.07 H n/a BCDL 5.0 Code IBC2000 Matrix) 1st LC LL Min I/dell = 240 Weight: 86 lb LUMBER BRACING TOP CHORD 2.X 4 SYP No.1 TOP CHORD Sheathed or 1-4-1 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 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=64531 J-K=7628, I-J=64531 H-1=2903 WEBS B-M=-2959, B-I_ =2477, C-L=-1718, C-K=1124, D-K=-266, D-J=-266, E-J=1124, E-1=-1718, F-1=2477, F-H=-2959 NOTES (2) 1) Provide adequate drainage to prevent water ponding. 2) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes'lonly and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: H-M=-160.0, A-G=-100.0 VIN rnO Ocli Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req 06/04/2903 Draw No:53909467FG7 Job Truss Truss Type Qty Ply Centex-Orlando/25W A&bzna/jsK/b-2-3 i 53909467 FT8 FLOOR Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Je—ff-Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Fri Jun 06 11:05:51 2003 Page 1 I 1-3-0 Scale 1:34.1 U4 1.5X3 = 3x3 = 30 = 36 FP= 3x3 = 30 = 3x3 = 3x4 5x8 = I.W 11 1.50 11 3x6 A B C D E F G H j I i K L T1 T9 AAE Ri R9 9 y x w V U T S R O I 0 N M 3x3 = 3x5 = 30 = 3x3 = 1.50 11 1.5x3 11 30 = 3x4 = 3x6 FP= 5X5 — 3X3 11 3x4 = 3x3 = 3X3 11 7-10-8 1-7-8 1 &8-12 II 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,Y): [0:0-1-8,Edgel LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(I-L) -0.17 V-W >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.23 V-W >871 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.04 P n/a BCDL 5.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 112 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: P_Q,6-P,N-0. REACTIONS (lb/size) Z=821/0-8-0, M=-160/Mechanical, P=1584/0-3-8 Max UpliftM=-312(load case 2) Max GravZ=821 (load case 2), M=108(load case 3), P=1584(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-816, A-AA=-815, L-M=232, A-B=-814, B-C=-1950, C-D=-2475, D-E=-2475, E-F=-2547, F-G=-2203 G-H=-1316 H-1=163, I-J=423, J-K=423, K-L=423 BOT CHORD Y-Z=42,X-Y=1527,W-X=2351,V-W=2547,U-V=2547,T-U=2547,S-T=1887,R-S=716,Q-R=716,P-Q=-il66,10-P=-166,N-O=-423,M-N=O WEBS I-P=-1 657, A-Y=1 049,1-0--1335, B-Y=-992, H-Q---1 223, B-X=589, H-S=835, C-X=-557, G-S=-794, C-W=1 72, G-T=440, E-W=-99, F-T=-467, E-V=-72, F-U=91, L-N=-552,170=971, J-O=-341, K-N=107 NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint M. I 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) CAUTION, Do not erect truss backwards. 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 purposesionly and are not part of the review or certification of the truss designer. 6) Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS46 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard Ii C> Rwu C%J i co CQ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO :Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:'53909467FT8 Job Truss pussy - --- Qty Ply Centex-Orlando/2509 A&82nd/jsk/6-2-3 53909467 FT9 FLOOR J 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:29 2003 Page 1 f I Scale - 1:33. i 3x6.FP= 3x3 II A "' B C 0 E F G H 1 J K L M N O P Q R 1 1 1 t 1 1 1 1 1 1 1 1 1 1 t I? a A 3x6 FP= 3x3 II i I i 20-6-8 20-6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell ii PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/at TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 i Weight: 91 lb i LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS' 4 X 2 SYP No.3 REACTIONS (lb/size) 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 Horz AJ=4(load case 1) i 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, O-P=-4, P-Q--4, Q-R=-4 BOT CHORD AI-AJ=O, AH-AI=O, AG-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-AI=-132, 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=-132, P-U=-138, Q-T=-103 NOTES (7-8) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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 ANSIfTPI 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. 1 8) THA422: Right end may be 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 I ON U9LO N ktiti I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req 06/04/2003 Draw No:53909467FT9 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&82ndijsk/6-2-3 i 53909467 FT10 FLOOR 1 1 Job Reference', (optional) Universal Forest Products.,lnc., Burlington, NC 27215, Je err 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:30 2003 Page 1 f 1I Scale m 1:29.' 5x4 = 1.5x3 = 5x4 = 1.50 = 3x4 = 3x3 = 3x3 = 1.5x3 II 3x3 = 3x3 = 36 FP= 3x4 = 1.50 = A B C D E F G H I J W x 9 v V i T S R O P O N M L 1.5x3 11 5x4 = 3x4 = Us FP= 1.5x3 11 3x3 = 3x3 = !3x4 = 5x4 = 3x3 = 30 = ! i 7-10-8 1-6-0 4-0-0 6-6-0 , 7-9-0 9-0-0 , 11-6-0 14-0-0 ! , 16-6-0 18-0-0 18-0-0 Plate Offsets X Y: A:Ed e 0-1-8 J:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.25 0 >842 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.35 N-0 >608 BCLL - 0.0 Rep Stresslncr YES WB 0.51 Horz(TL) 0.07 K n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 i i 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, I-J=-980 BOT CHORD T-U=-0, S-T=1810, R-S=2937, Q-R=2937, P-Q=3531, 0-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 (2) 1) 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. 2) 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 i sar op N I g 2r l 7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req 06/134/2003 Draw No:53909467FT10 Job Truss Truss Type Oty Ply - Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT11 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:31 2003 Page 1 3-0 0-9-10 0-9-10 kale - 1:28. 3x4 = 3x3 1.5x3 = 3x3 = 1.5x3 = 1.5x3 = 3x3 = 3x3 = 3x6 FP= 1.5x3 11 3x3 = 3x3 = Us = 1.5x3 = A 13 C D E F a H T1 T9 x Z w P I y U T s R Q P 0 N L K 1.5x3 U 3x5 = 3x3 = 3x3 = 1.5x3 11 3x3 = Us FP= 3x5 = 3x3 11 3x3 = 1.50 11 3X3 7-10-8 1-11-12 1-6-0 4-0-0 6-6-0 1 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 17-11-12 17-1-12 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(I-L) -0.14 R-S >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.19 R-S >929 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 M n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 93 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 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=1 033(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-I=-695, I-J=49 BOT CHORD U-V=0' 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=O WEBS I-M=-1004, A-U=1037, I-N=1047, B-U=-981, H-N=-974, B-T=577, H-P=588, C-T=-545, G-P=-570, C-S=164, G-6=313, E-S=-87, E-R=-90, F-Q---117, I-L=79, J-L=-84 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. 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 Icertificationofthetrussdesigner. LOAD CASE(S) Standard J14 Is2 *ru Who cli CO La CV Customer No: 11045,Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:Q§104,/2003 Draw No:53909467FT1 1 Job Truss Truss Type Lity Fly L;emex-unanoo/zoutj A&t5znaijsKtu-e-j 53909467 FT12 F Job Reference optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:31 2003 Page I Scale e1:27.2 3x6 FP= A B C D E F G H I i K L M N 0 T1 T9 E 1 T Al 1 Ell 1 1 1 1 'Ili 3P IEEE= 3x3 = 3x6 Fl`= 1-6-0 4-0-0 6-6-0 7-9-0 8-9-8 11-3-8 11348 15-2-0 16-1-2 17-1-12 17-1-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defI PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Ildelf! = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc Ourlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly appliedlied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 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,YI=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=1 51/17-1-12, 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=-6, F-G=-6, G-H=-6, H-I=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-O=-6 BOT CHORD 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, O-R=6 , IP-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, L-S=-133., M-R=-137, N-0-120 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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 ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 purposesionly and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard C\J CO Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Jo'b: 2509 A&B FLR Pate Req:pq/04/2003 Draw No:53909467FT1 2 Job Truss Truss Type Ay I-ly Centex-unanaoi;ebUU A&bzna/jsK/b-;e_J 53909467 FT6A FLOOR 1 1 Job Reference' (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 6.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:31 2003 Page 1 A, 1.5x3 11 B 3x3 = C 1.5x3 11 1.50 = 1.5x3 1-7-8 Scale = 1:7.0 F G 9 W1 wl BL1 BL1 81 3-6-0 3-9-0 3-9-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC' 0.16 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 D-E >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD .4 X 2 SYP No.2 TOP CHORD Sheathed or 3-9-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X2 SYP No.3 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 (2) ch truss with 3-16d nails. Strongbacks to beattached to walls at their outer ends or 1) Recommend 2x6 strongbAcks, on edge, spaced at 10-0-0 oc and fastened to each l restrained by other means. 1 2) 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 COaF 04 Z Ili Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/ Job: 2509 A&B FLR Date 'Req:06/04/2003 Draw- N'o:53909467FT6A job. I russ yruss I ype ALY r ly CI IWA-VIIttIiIUV/L'JV7 /V I /J J 1-0 t_y ry 5 53906902 H1 HIP Job Reference (optional) Universal Forest Products;lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:56 2003 Page 1 1-0-0 4-6-5 7-0-0 I 12-1-1 17-0-6 21-11-10 26-10-15 32-0-0 36-0-0 1-0-0 4-6-5 2-5-11 5-1-1 4-11-5 4-11-5 4-11-5 5-1-1 4-0-0 Scale 1:61. 700 — I 5z10 = 3x8 = 5x8 = 3x6 = 3z6 5.00 F12 D E F O H I 20 5x6 = C 2 W1 2 Wl vi W I i W W1 3 W4 M CIA 0 5x10.= S R O P O N M L - K 5x6 = 5x10 MII18H= 5x8 = 5x6 = 5x6= 5x7 = - 3x4 = 5x6 = 500M11181-1- _ I I 7-1-12 li 12-1-1 17-0-6 21-11-10 26-10-15 31-10-4 I 36-0-0 7-1-12 j 4-11-5 4-11-5 4-11-5 4-11-5 4-11-5 4-1-12 Plate Offsets X Y: B:0-2-7 Ed a D;0-7-0 0-2-4 , F:0-4-0 0-3-0 1:0-7-12 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defy PLATES GRIP: TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.88 O-P >486 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.25 O-P, >343 BCLL 0.0 Rep Stress Inc NO WB 0.78 Horz(TL) 0.19 K n/a . BCDL 10.0 Code FBC2601 Matrix) 1st LC ILL Min I/defl =240 Weight: 214 lb LUMBER BRACING j TOP CHORD 2 X 4 SYP No.2 "Except" TOP CHORD Sheathed, except end verticals. T2 2 X 4 SYP SS; T3 2 X 4 SYP SS BOT CHORD Rigid ceiling:directly,applied or 4-3-8 oc bracing. BOT CHORD 2 X 6 SYP No.1 'Except" B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 *Except" W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2W22X4SYPNo.2, W4 2 X 4 SYP No.2 REACTIONS (lb/size) B=3062/0-3-10 input: 0-3-8), K-3075/0-3-8 Max Horz B=100(load case 4) Max UpliftB--1068(load case 3), K=-1166(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C--7013, C D--6879; D-E=-8894, E-F--9852, F-G=-9846, G-H=-9407, H-I=-7470, 17J=-4352, J-K--2947 BOT CHORD B-S-6407, R-S=6371, p R=6371, P-Q=8893, O-P=9407, N-0=7469, M-N=7469, L-M=3929; K-L'=219 WEBS D-S-332, 1-L=-1018, CI-S=-62, D-Q=2897; E-Q--1216, E-P=1110, F-P=-633, G-P-507, G-0=-900, H-0=2243, H-M--1799, I-M-4066, J-L=3945 NOTES (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11011mph; 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. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required bearing size atjoint(s) B greater than input bearing size. 6) Bearing at joint(s) K considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1068 lb uplift at joint B and 1166 lb uplift at joint K. 8) Girder carries hip end with 7-0-0 end setback 9) Special hanger(s) or connection(s) required to support concentrated load(s) 220.01b down and 177.6lb up at 32-0-0 and 385.01b down and 310.81b up'at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the " building designer. 10) 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 indicated on this sheet is to reduce noted. Provide bracing where indicated and within 4" of interiorjoints. Bracing buckling of individual members only and does not replace erection and Qo permanent bracing required for the overall building design. Building Designer shall verify all design information onthissheetforconformancewithconiditionsandrequirementsofthespecificbuildingandgoverningcodes-andi I oo ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as cv it may relate to a specific building. Any references to job names and locations are for administrative purposes'only MJ (0 , and. are not part of the review or certification of the truss designer. 11) 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 installations jt LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D--60.0, D-I=-130.6, I-J=-60.0, B-K- 43.5 Concentrated Loads (Ib) Vert: D--385.0 1=-220.0 bustomer No: 11045 Cu$tomer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:5,3906902H1 i i 53906902 H2 A:a ai ii_iriL(. ';r3i£1b1'S"..Y•1 mee. IP —85 1 1 I 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:56 2003 Page 1 I 1-0-p 5-8-14 9-0-0 I 16=0-9 22-11-7 30-0-0 1 36-0-0 1-0-0 5-8-14 3-3-2 7-0-9 6-10-13 7-0-9 6-0-0 Scale =1:62.1 i i i i 5x7 = 5x7 = 5x8 = 20 11 5.00 f12 O TO E F G 2x3 N1 i c H x5W1W1W1> 153 B 3x7 = O N M L K J I 3x6 = 3x8 = 3x6 = 3x8 = 5x6 = 2x5 II 3x8 = i i j 9-1-12 I 16-0-9 22-11-7 29-10-4 1 , 36-0-0 9-1-12 6-10-13 6-10-13 6-10-13 6-1-12 Plate Offsets X,Y : D:0-5-4 0-2-8 Ei0-4-0 0-3-0 , G:0-5-4 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.29 L-M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.49 L-M >871 BCLL 0.0 Rep Stress Incrl NO WB ' 0.57 Horz(TL) 0.1.1 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 181 lb ' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11112 oc purlins, except end>verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-7 oc bracing. WEBS 2 X 4 SYP No.3 I i REACTIONS (lb/size) 8=1498/0-3-8i 1-1427/0-3-8 Max.Horz B=115(load case 4), Max UpliftB= 423(load case 2), 1=-395(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C--3061, C-D=-2820, D-E--3380, E-F=-3173, F-G=-3173, G-H=-2151, H-I=-1361 BOT CHORD . B-0-2764, N-0=2587,,M-N-2587, L-Mm3391, K-L-1916, J-K-1916; 1-J-180 WEBS D 0=309, G-J--271, E M--304, F-L=-409, C-0 -227, D-M=900, El-251, G-L-1427, H-J=1789 i NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1101pph; h-25ft; TCDLm6 Opsf; 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to'bearing plate capable of withstanding 423 lb uplift at joint'iB and 395 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/Trl 1-95 quality requirements. Plates shall be of size and type shown and centered' at joints unless otherwise noted`. 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 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. 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 Simpson instructions for installation. T LOAD CASE(S) Standard a((; 25 N00 4 t ti y I y , it I I i i i L Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO shop NO: 5391MUM Contractor/ Job: 2509 EL1,.B RF Date R0:04/24/2003- Draw No:5,3906902H2 i JOO I cuss I IUSb I yptl Wly fly 1,CI 11C/1-%_11 .1UV/LJ V.7'fV JIN J'J I'J 53906902 H3 RQOP" OSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:57 2003 Page 1 6-5-3 11-0-0 I 25-0-0 29-6113 36-070 1-0-0 6-5-3 6-1'3 14-0-0 4-6-13 6-5-3 Scale -1:61. i i I I I 5x6 = 5x6 = 2x3 II D E F 5.00 12 2x3 Q 2x3 i c a W2 W2 3 4 w A B H q- Ig 3x7 = M L K J I 3x7 = 3x6 - 3x8 = 3x8 = 3x8 = 3x6 =1 i i i 9-3-14 I I 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 : D:0-3 0 0-2=4 F:9-3-0'0-2-4 LOADING (psf) SPACING 2-070 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates IncreasE 1.25 TC 0.45 Vert(LL) 0:22 K >999 TL20 245/193 TCDL 10.0 Lumber lncrea le 1.25. BC 0.80 Vert(TL) -0.43 K-M >999 BCLL 0.0 Rep Stress Inci YES WB 0.23 Horz(TL) 0.13 H n/a BCDL 10.0, Code. FBC2001 Matrix) 1st LC LL Min I/dell -240 Weight: 167 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-114 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) H=1427/Mech nical, 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 TOP CHORD A-B=22, B-C=-3046, C D=-2782,.F-G®-2789, G-H=-3057, D-E=-2829, E-F=-2829 BOT CHORD B-M=2749, L-M=2371, K-L=2371, J-K=2374, W=23741 H-1=2761 WEBS C-M=-309,-D-M=432, F-1=440, G-I=-315, E-K=-443, U-K=549, F-K=544 NOTES (5-6) 1) Unbalanced roof live, loads have beenconsidered for this design. B; end2). Wind: ASCE 7-98 per FBC2001; 110-hph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category II; exposure enclosed;MWFRS gable zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by ofhers) 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 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. 6) H28R: Right end may be attached to x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard C 0 00 li N 03 I 03 D. I I i I I I i I i i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO shop No: 539Ub9U1 Contractor/Job: 2509 EL.B RF Date Req 04/24/2003 Draw No:53906902H3 I Joo I russ I russ type wry ny . 53906902 H4 Ad TRUSS ' 3,t 1 1 Job Reference (optional) Universal ForestProducts,Inc., Burling'on, NC 27215, Jeff Kerr 5.000's Feb 202003 MiTek Industries, Inc. Wed Apr 23 08:30:58 2003 Page 1 i 1-0- 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 Scale - 1:61. i US = 2x3 II 5x6 = j D E F i 5.00 V2 I 2x3 J 2x3 !i C w 2 3 p d. 4 W B, H A B1 Pi o Ib 3x7 = M L K J I 30 = 3x6 = 3x6 = 3x8 = 3x8 = 3x6 = 9-3-14 i 18-0-0 26-8-2 36-0 0 9-3-14 8-8-2 8-8-2' 9-3-14 i Plate Offsets X Y : D:073-0 0-2-4 , F:0-3-0,0-2-4 LOADING (psf). SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates` Increase 1.25 TC 0.54 Vert(LL) 0.18 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 K-M ' >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13, H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 171 lb LUMBER i. BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1-1; oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 2 X 4-SYP No.3 i REACTIONS (lb/size) H=1427/Mechanical, B=1498/0-3-8 Max Horz B-149(load case 4) Max UpliftH--319(load case 5), B=-389(load case 4) FORCES. (lb) -First Load Case Only TOP CHORD A-B-22 B-C= 3071, C D=-2769, F-G--2776, G-H=-3081, D-E=-2365, E-F--2365 BOT CHORD B-M=2777, L-M=2174,1K-L=2174, J-K-2176, 1-J=2176, H-1-2788 WEBS C-M=-394, D-M=552, 1-560, G-I=-400, E-K=-252, D-K=284, F-K=280 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1101mph; h=25ft; TCDC=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, 3) Provide adequate drainage.to preverit water ponding. 4) Provide mechanical connection (by dithers) of;truss to bearing plate capable of withstanding 319 lb uplift at joint H and 389 lb'Uplift at joint B. 5) Truss shall be fabricated per ANS1111 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Pro this sheet is to reduce buckling of in(ividualidebracing where indicated and within 4" of interior joints. Bracing indicated on 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. Tle truss designer accepts no responsibility fo the correctness or accuracy of the design information as it, may.relate I 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. 6) 1-128R: 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 insta Iation. LOAD CASE(S) Standard CV Q0 tl? I I J r i i i i i i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53.906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H4. I JOD Truss I I.u55 I ANC ' y i y vonwn-v„m_w--.+......-.,.,,...... , 53906902 H5ROO FsT,in a3;tt €mrt;ase zao>.F t, 1 1 Job Reference o tional Universal Forest Products Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:58 2003 Page 1 j 1-0 Q 6-5-3 1-10-14 15-0-0 21-0-0 24-1-2 29-6-13 36-0-0 1-0-0 6-5.3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-1d 6-5-3 Scale 1:61. a i i i i 5.00 12 5x6 = 5x6 = I F 5x8 % ETQ 5x8 j OD i i 2x3 O I 1 2x3 i C W W2 W2 3 H m 4 W B Mi ' q A o Ib 3x7 = N M L K J 30 = 3x6 = 3x8 = 5x10 = 3x8 = 3x6 =1 I I 9-3-14 18-0-0 26-8-2 I I i 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets, X Y : D:0-4-0 0-3-0 E0-3-0 0-2-4' F:0-3-0 0-2-4 G:0-4-0 0-3-0 : LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.17 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.38 I-J >999 BCLL 0.0 Rep Stress Inclrr YES WB ' 0.66 Horz(TL) 0.13 1 n/a ` Min j Weight: 183 lbBCDL10.0 Code FBC2001 Matrix) 1st LC LL I/defl - 240 LUMBER BRACING TOP CHORD. 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-1 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or7-4-12 oc bracing, WEBS 2 X 4 SYP No.3 I 1 REACTIONS (lb/size) B=1498/0-3 8, 1=1427/Mechanical Max Harz B-168(load case 4) Max UpliftB=-413(load case 4), I--343(load case 5) i FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-3063, C D=-2770, D E= 1983, F-G=-1983, G7H--2778,,H-I=-3073, E-F=-2021 BOT CHORD B-N-2768, M-N=2265, L-M=2265, K-L=2268, J-K=2268, 1-J=2779 WEBS C-N=-3711 D-N=496, G-J=504, H-J--377, E-L-505; F-L-504, G-Lm-596, D-Ls-593 NOTES (5-6) 1) Unbalanced roof live loads have been 2) Wind: ASCE 7-98 per.FBC200i; 110imph; considered for this design. h=25ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; en 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 5) Truss shall be fabricated perANSI/T thers) of truss to bearing plate capable of withstanding 413 lb. uplift at joint:B and 343 Ito uplift at joint 1. 1 1-95 quality requirements, Plates shall be of size and type shown and centered 4" of indicated onatjointsunlessotherwise,noted. Provide this sheet is to reduce buckling of incjividual bracing where indicated and within interior joints.'Bracing 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 ordinances.. Tlietrusa conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesanddesigner accepts no responsibility foi- 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 trussdesigner. 6) H28R: Right end maybe attached to2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard r. i co to N .. f I ` 1 i I 7 i I i i I i Customer No: 11045 Cud tomer Name: CENTER HOMES ORLANDO ;Shop No:.53906902 Contractor/ Job: 2509 EL,B RF Date q 04/24/2003 Draw No:5,3906902H5 ouu IIUJJ Iluaa ,yp v1y y 53906902 H6 i30FT;?ISS._ 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, nnc. Wed Apr 23 08:30:59 2003 Page 1 1-0-0 6-5-3 11-10-14 17-0-0 19-0-0 , 24-1-2 29-6-13 _36-0-0 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 Scale . 1:61. I I I 5.00 F12 5x6 = 5x6 = i E F 13 5x8 5x8 0 O I 2x3 1 • 2x3 C W W2 W2 H I 4 w 6 A o I4 q 3x7 = N M - L K J 3x7 = 3x6 = 3x8 = 5x12 = 3x8 = 3x6 =a I I 9-3-14 18-0-0 26-8-2 I 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-4-0,0-3-0 E'0-3-0 0-2-4 F:0-3-0 0-2=4 G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.17 L >999 TL20 245/193 TCDL 10.0 Lumber Increasle 1.25 BC 0.78 Vert(TL) -0.38 I-J >999 BCLL 0.0 Rep Stress Inc YES WB 0.75 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No:2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2 X 4 SYP No.3 I I REACTIONS (lb/size) B=1498/0-3-8, 1-1427/Mechanical Max Horz 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>a-3057, C D--2773,.D-E=-1947, F-G=-1947, G'-H=-2780, H-I=-3067, E-F=-1812 BOT CHORD B-N=2762, M-N=2278, L-M=2278, K-L=2281, J-K=2281, 1-J=2773 WEBS C-N=-353, D-N-484, G-J=491, H-J=-359`, E-L-524, F-L=523, G-L=-696, D-L--693 NOTES (5-6) 1) Unbalanced roof live loads have bee 2) Wind: ASCE 7-98 per FBC2001; 110ph; considered for this design. h=25ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure`B;. enclosed;MWFRS gable end zone; DOL=1.33. cantilever left and right exposed ; enrvertical left and right exposed;Lumber DOL-1.60 plate grip 3) Provide adequate drainage to prevent water ponding: 4) Provide mechanical connection (by oihers) of truss to bearing plate capable of withstanding 435 lb uplift at joint and 364 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/T 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Pro ide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of in ividual 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,I the correctness or, accuracy of the design information as it may relate to a specific building. Any references to jbb names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 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 Simpson instructions for installation. LOAD CASE(S) Standard I I _ . M I Cx GO C\1 I I 1 I i Customer No: 11045 Cu tomer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL1.B RF' Date Req 04/24/2003 Draw No:53906902H6 i I I JUU I [U55 I IUSS I yF7tl u-y paenaemr' yly rly Iul IICA'VIIQIIUV/G:J V.7'/1l1AN J'J 1'J 53906902 T7 ROOF TRUSS I - Job ReferenL (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:59 2003 Page 1 1-0- 6-5-3 11-10-14 18-0-0 24-1-2 29-6 113 36-0-0 1-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6-5-3 Scale 1:60. I 5.00 J12 5x6 = E I 5x8 5x8 0 F 2x3 I 2x3 C W W2 W2 3 a W B H O O 3x7 = M L K J I 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 I 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 : D:0-4-0 0-3-0 F10-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.18 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 H-1 >999 BCLL - 0.0 Rep Stress Inch YES WB 0.80 Horz(TL) 0.13 H n/a j. BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 174 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direcly applied or 6-11-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B-1498/0-3-8, H=1427/Mechanical Max Horz B-195(load cake 4) Max UpliftB=-444(load case 4), 1-1=-374(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--3056, C D=-27731 D-E--1944, E-F--1944, F-G--2781, G-H=-3066 BOT CHORD B-M=2760, L-M-2281,IK-L=2281, J-K=2284,-I-J-2284, H-1-2772 WEBS C-M=-349, D-M-481, D-K--704, E-K=1052,F-K=-708, F-1-489, G-1=-355 NOTES ( 4-5) 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 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 lb uplift at joint IB and 3741b 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 Iwithin 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent tracing 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 4o job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. 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 i i th} CD CO COtz, CO La r G i w r I I - I i i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO j hop No: 53906902 Contractor/ Job: 2509 EL.B RF Date Rea:04/24/2003 Draw No:53906902T7 53906902 T8 ROOF TRUSS 1 1 Job Referenbe (optional) Universal Forest Products,lnc., Burling on, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:00 2003 Page 1 1-0- 6-5-3 11-10-14 18-0-0 24-1-2 29-6 13 36-0-0 7-0- 1-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-510 6-5-3 1-0-0 Scale -1:60. i 5x6 = 5.00 12 j E 5x8 i 5x8 D F 2x3 C W W2 W2 O 4 I W B H I oA gI 3x7 = N M L K J 3x7 = 30 = 3x8 = 3x8 = 3x8 = 3x6 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 : D:0-4-0 0-3-0 Fi0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.18 L >999 TL20 245/193 TCDL 10.0 Lumber Increa a 1.25 BC 0.70 Vert(TL) -0.38 L-N >999 BCLL 0.0 Rep Stress Inc YES WB 0.80 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft a 240 Weight: 176 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-P oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, I H=1497/0-3-8 Max Horz B=-187(load case 5) Max UpliftB=-444(load case 4), H=-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3053, C-D=-2770, D-E=-1941, E-F=-1941, F-G=-27701 G-H=-3053, H-I=22 BOT CHORD B-N=27581 M-N=2278, L-M=2278, K-L=2278, J-K=2278, H-J=2758 WEBS C-N=-349, D-N=481, D-L=-704, E-L=1050, F-L=-704,'F-J=481, G-J=-349 I 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; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; enc 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 lb uplift at jointB and 444 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/T 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce bucling 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. i LOAD CASE( S) Standard I I i I C. rV V Ii) Y .-J k i. I I 14 I I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Draw No: 53906902T8 Shop No: 53906902 Contractor/Job: 2509 ELLS RF Date Req•04/24/20r03 i JUU I I U.SJ I I UDu I c W' M7."'EriJ'ctG?A+t atil'it;:a;. v awn v.. -- . .. pp, ti 53906902 H9 Od TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, nc. Wed Apr 23 08:31:00 2003 Page 1 i i 1-0-p 6-5-3 11-10-14 17-0-0 , 19-0-0 , 24-1-2 29-6-13 36-0-0 $7-0-p 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 1-0-0 Scale m 1:61. 5.00 12 5x6 = 5x6 = E F 5x8 % 5x8 D O 20 1 20 C W W2 W2 3 H n 4 W B A I J 7 d I to W= O N M L K 34 = 3x8 = 502 = 3x8 = 3x6 W= I 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: D:0-4-0 0-3-0 , E0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.17 M >999 TL20 245/193 TCDL 10.0 Lumber Increasle 1.25 BC 0.70 Vert(TL) -0.38 M-O >999 BCLL 0.0 Rep Stress Incq YES WB 0.74 Horz(TL) 0.13 I n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direcly applied or 7-1-9 oc bracing. WEBS 2 X 4 SYP No.3 i REACTIONS (lb/size) B=1497/0-3-8, i 1-1497/0-3-8 Max Horz B=-178(load case 5) Max UpliftB=-434(load case 4), 1=-434(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3054, C D--2770, D-E=-1944, F-G--1944, G-H--2770, H-I--3054, I-J-22, E-F--1$09 BOT CHORD B-0=2759, N-O=2275, M-N=2275, L-M=2275, K-L=2275, 1-K=2759 . i WEBS C-0=-3531 D-0=484, K=484, H K= 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; 110fnph; 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. 3) Provide adequate drainage to prevent water ponding. 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) Truss shall be fabricated per ANSI/T 11 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and Iwithin 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent conformance with conditions and req bracing required for the overall building design. Building Designer shall ver'fy all design information on this sheet for irements of. the specific building and governing codes and ordinances. Tf-e truss designer accepts no responsibility for the correctness or accuracy of th design information as it may relate to a specific building. Any references to job namesand 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 l o `' It co a cv I ' I i i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:,53906902 Contractor/ Job: 2509 EL.B RF pate Heq wU 44/,40u3 uraw neo:o,syuuvvznzy I:A Jou 1 russ I russ I ype idly rly Wl RWA-VI InI IUU/LUVU-MJbN.7-J 1 v rt'F,nri'Sn ROAR.+,'w,xhk 4' dF 1 / 53906902 H10 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:01 2003 Page 1 1-0-p 6-5-3 11-10-14 15-0-0 21-0-0 , 24-1-2 29-6-13 36-0-0 $7-0-p r 1-0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-10i 6-5-3 1-0-0 scale . 1:61. I 5.00 12 5x6 = 5x6 = 5x8 5 E F 5x8 D a 2x3 J 1 20 -x C W W2 W2 1' cc Ib H 6 1 J IdoA 3x7 = O N M L K J 3x7 = 3x6 = 3x6 = 500 = 3x8 = 3x6 9-3-14 18-0-0 26-8-2 1 i i I 1 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-4-0 0-3-0 Ej0-3-0 0-2-4 , F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl i PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.17 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 M-O >999 BCLL 0.0 Rep Stress Incr, YES WB 0.65 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 240 Weight: 184 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-5 oc bracing. WEBS 2 X 4 SYP No.3 i REACTIONS (lb/size) B=1497/0-3-8, i i 1=1497/0-3-8 Max Horz,B=-159(load case 5) Max UpliftB=-413(load case 4), I=-413(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3060, C D=-2768, D-E=-1980, F-G=-1980, G-H=-2768, H-1=-3060, I-J=22, E-F=-2018 BOT CHORD B-0=2766, N-0a2262, M-N=2262, L-M=2262, K-La2262, I-K=2766 WEBS C-0=-371, D-0=496, K=496, H-K=-3711 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; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 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 jointl,B and 413 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/1-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 not replace erection and permanent within 4' of interior joints. Bracing indicated on this sheet is to reduce bucl ling of individual members only and does 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. TF a 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. I LOAD CASE(S) Standard I II I e t 0 N rlt r z- 1 I . Customer No: 11045 Customer I Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req 04/24/2003 Draw No:53906902H10 vvu iivaa o 53906902 H 11 ROO F,TwRUS' Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:01 2003 Page 1 I 1-0-p 6-5-3 13-0-0 23-0-0 29-6-13 36-0-0 $7-0-p 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 i 6-5-3 1-0-0 scale a 1:61. 5x6 = 2x3 II 5x6 = I D E F 5.00 12 2x3 C W 2 W 3 O Cr Lh A B H l -7 1d 3x7 = N M L K J 13x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 =j j i I 9-3-14 18-0-0 26-8-2 i j I 36-0-0 9-3-14 8-8-2 8-8-2 9-3-1 4 Plate Offsets X Y : D:0-3-0,0-2-4 F 0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defy PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.18 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.39 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a BCDL 10.0 Code IBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 173 lb i LUMBER BRACING TOP CHORD 2.X 4 SYP No.2 TOP CHORD Sheathed or 3-3-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direcily applied or 7-9-8 oc bracing. WEBS 2 X 4 SYP No.3 i i REACTIONS (lb/size) B=1497/0-3-8, H-1497/0-3-8 Max Horz B--141(load case 5) Max UpliftB--389(load case 4), H--389(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3068, C-D=-2766, F-G--2766, G-H=-3068, H-1=22, D-E--2362, E-F--2362 BOT CHORD B-N=27751 M-N-2171, L-M=2171, K-L-2171, J-K-2171, H-J=2775 WEBS C-N=-394, D-N=552, -J=552, G J= 394, E-L--251, D-L=282, F-L=282 i i NOTES (5) 1) Unbalanced roof live loads have bee i considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1101mph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed vertical left and right exposed;Lumber DOL=1,60 plate grip DOL-1.33. 3) Provide adequate drainage to preve t water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at jointlB and 389 lb uplift at joint H. 5) Truss shall be fabricated per ANSUi 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce bucl ling 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 arel not part of the review or certification of the truss designer. I I LOAD CASE(S) Standard I I I I I t. CO C1 f Nc, t µ OaI 3 I I n Customer No: 11045 Cu tomer Name; CENTEX H.UMES UKLANUU , inop No: 5syubyUL Contractor/Job: 2509 EL .B RF Date Req 04/24/2003 Draw No:53906902H11 i I 53906902 H 12 f30QF , ,'') USA +y,' ..I*Fs,y 2,q 'i' , Y. ; -., r . 1 baTviiL iLi i JGS+v:.1 1.SV'6.u.. Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, ;Inc. Wed Apr 23 08:31:02 2003 Page 1 1-0-p 6-5-3 1-0-0 25-0-0 29-6-13 36-0-0 $7-0-p 1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 1-0-0 Scale a 1:61. i I 50 = 2x3 II 5x6 = i D E F 5.00 V2 20 20 C. W2 W2 3 O W v A 9 H Ialld Ig 3x7 = N M L K J i 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 I I 9-3-14 18-0-0 26-8-2 I I 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X,Y : D:0-3-0 0-2-4 , Fl0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.43 L-N >999 BCLL 0.0 Rep Stress Inc YES WB 0.23 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2061 Matrix) 1 st LC LL Min I/deft — 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. I REACTIONS (lb/size) B-1497/0-3-8, i H=1497/0-3-8 Max Horz B=-122(load case 5) Max UpliftB=-382(load case 2), 1-1=-382(load case 3) i FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3044, C D=-2779, F-G=-2779, G-H=-3044, H-1=22, D-E=-2825, E-F=-2825 BOT CHORD B-N=2747, M-N=2368, L-M=2368, K-L=2368, J-K=2368, H-J=2747 WEBS C-N=-309, D-N=432, P-J=432, G-J=-309, E-L=-443, D-L=547, F-L=547 i NOTES (5) 1) Unbalanced roof live loads have bee considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; en l 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/T 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing Indicated on this sheet is to.reduce bucl ling of individual members only and does not replace erection and permanent racing 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. TF a 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 I I I Iv'10 o 4 iw CO I V - I 0 4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 E B RF Date Req:04124/2003 Draw No:53906902H12 Job I-russ 1 russ I ype Wry rly L;emex-urlanoolzaua-rvjsnla-a I -a 53906902 H 13 Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:02 2003 Page 1 1-0-Q 5-9-1 9-0-0 15-0-0 21-0-0 27-0-0 30-2-15 36-0-0 g7-0-p 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 a 1:61. 50 = 3x6 = 5x8 = 5x6 I 5.00 F 12 D E F G 2x3 C H W1 2 W1 ll, 2x3 7 4 W a I _ J 0 la6 3x7 = O N M L K 3x7 = 3x8 = 3x10 M1118H= 30 = 300 M1118H= 3x8 I I. 9-1-12 I 18-0-0 26-10-4 I i 36-0-0 9-1-12 8-10-4 8-10-4 9-1-12 Plate Offsets X Y: D:0-3-0 0-2-4 F10-4-0 0-3-0 G:0-3-0 0-2-4 i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.28 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.52 K-M >826 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direcily applied or 6-6-14 oc bracing. WEBS 2 X 4 SYP No.3 I I REACTIONS (lb/size) B=1497/0-3-8, i i 1-1497/0-3-8 Max Horz B=-104(load c se 5) Max Uplift8=-413(load case 2), 1=-413(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3067, C-D=-2813, D-E--2592, E-F=-3350, F-G=-2592, G-H=-2813, H-1--3067, 1-J=22 BOT CHORD B-0=2771, N-0=3284, M-N=3284, L-M=3284, K-L=3284, I-K-2771 WEBS D-0=788, G-K=788, CI-Om-252, H-K=-252, E-0m-825, E-M=106, F-M-106, F-K--825 i NOTES (6) 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; 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. I 3) Provide adequate drainage to prevent water ponding. 4) All plates are TLZO plates unless offh 5) Provide mechanical connection (by rwise indicated. ethers) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint L 6) Truss shall be fabricated per ANSIfTrI 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 desi n. Building Designer shall verify all design information on this sheet for conformance with conditions and re uirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility fo the correctness or accuracy of the design information as it may relate to a specific building. Any references to jlob 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 Cr, co LO j e• CID 0 S I .. I I i 7 1 I i i i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 m^^ r".I r, r%r• n_a_ n......nn lnelnnne rn...,... AI,..ehenGen t i 4 0u1l1t1uULu1iwu. LJV' GLL.G fir YG LG GM.V lL I.VVV v.u• vV.vlvvvvvvr...v I 53906902 H14 I Job Reference optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 202003MiTek Industries, Inc.. Wed Apr 23 08:31:03 2003 Page 1 1. 0-Q 4-6-5 7-0-0 , 12-6-14 18-0-0 23-5-2 29-0-0 31-5-11 , 36-0-0 a7-0-p 1- 0-0 4-6-5 2-5-11 5-6-14 5-5-2 5-5-2 5-6-14 2-5-11 4-6-5 ` 1-0-0 Scale . 1:61. I I I 700 I 5. 00 12 5x6 = 2x5 II 5x8 = 5x6 = 700 = D E F G H I 2x3 O 2x3 Wi w1 3 wi% 1 W cb Cl) e K 7 dA 81 g I500 = O P O N M 5x10 = i 5x6 = 5x8 = 700 M1118H= 5x6 = 5x6 I i 7- 1-12 12-6-14 , 18-0-0 23-5-2 28-10-4 i I 36- 0-0 7- 1-12 5-5-2 5-5-2 5-5-2 5-5-2 7-1-12 Plate Offsets X Y : B:0-2-7 Ede Di0-3-12,0-4-0 1:0-3-12 0-4-0 K:0-2 7 Ed e , 0:0-5-0 0-4-8 LOADING ( psf) SPACING 2-0-0 CS DEFL in (loc) I/defl PLATES' GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 0 >529 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -1.16 0 >370 BCLL 0.0 Rep Stress Inc NO WB 0.74 Horz(TL) 0.21 K n/a BCDL 10.0 Code BC2001 Matrix) 1 st LC ILL Min I/deft = 240 • Weight: 221 lb i LUMBER i BRACING TOP CHORD 2 X 4 SYP No.2 "Excep TOP CHORD Sheathed or 1-9-8 oc purlins. T3 2 X 6 SYP No.2, T2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Excep W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 j I REACTIONS ( lb/size) K=3079/0-3-10 i input: 0-3-8), B=3079/0-3-10 (input: 0-3-8) Max Horz B=-86(load case 5) Max UpliftK=-1129(load case 3), B=-1076(load case 3) I FORCES ( lb) - First Load Case Only TOP CHORD . A-B=26, B-C=-7065, C D=-6987, D-E=-9397, E-F=-10284, F-G=-10284, G-H=-10284, H-I=-9397! 1-J=-6987 J-K=-7065, K-L=26 BOT CHORD" B-Q=6456, P-Q=6499,O-P=9394, N-0=9394; M-N=6499, K-M=6456 WEBS D Q=290; f=M=290, C-Q=34, D P=3247, E P= 1253,E 0=1001, F O= 687; H 0=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 7-98per FBC2001; 110imph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category it exposure' B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Provide -adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required bearing size atjoint(s) K, B greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11`29 lb uplift at joint K and 1076 lb uplift at joint B. 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.Olb down and 31.0.81b up at 29-0-0, and 385.01b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. I 9) Truss shall be fabricated per ANS111 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4".of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for 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. TF,e truss designer accepts no responsibility fo II the correctness or accuracy of the design information as it may relate to specific building. Any references to jbb the review or certification of the truss names and locations are for administrative purposes only and are not part of designer. LOAD CASE(S) Standard s :> 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 ;i N Uniform Loads (plf) co Vert: A-D=-60.0, D-1=-130.6, I-L=-60.0, B-K=-43.5 N Concentrated Loads (lb) Z, Vert: D=-385.0 I=-385.0—' I n I I Customer No: 11045 Customer Name: CENT,EX HOMES ORLANDO Shop No: 53906902 Contractor/ Job: 2509 ELI.B RF Date Req:04/24/2003 Draw No:53906902H14 I 53906902 HJ7 ENDJACK TR"US§,' 3., 1- n 2;_! Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215; Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:03 2003 Page 1 1-6-8 5-8-3 9-10-1 i 1-6-8 5-8-3 I 4-1-13 scale _ 1:1 E D [_ 8 3.54 F12 3x4 C i 81 w21 \ I \ wt O IF E 2x3 11 i 2x3 5-8-3 , 1 9-9-4 9-10-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl I PLATES GRIP TCLL 20.0 Plates Increas 1.25 TC 0.37 Vert(LL) 0.03 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.06 F-G >999 I BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-04 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direc ly, applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP'No.3 I REACTIONS (lb/size) B=435/0-3-8; E=408/Mechanical, D=222/Mechanical Max Horz B=193(load case 4) Max UpliftB 242(load c1se1 2), E=-64(load case 3), D=-179(load case 5) j i FORCES (lb) - First Load Case Only TOP CHORD A-13=24, B-C=-858, C-9-46 j BOT CHORD B-G=800, F-G=800, E-F=O j WEBS C-G=169, C-F=-877 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110 ph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposur B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLm1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint IB, 64 lb uplift at joint E and 179 lb upliftatjointD. 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 ithin 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 req irements of the specific building and governing codes and ordinances. The truss designer accepts no responsibiliti. for the correctness or accuracy of the design information as it may relate to a specific building. Any references 10 job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-13 -60.0 1 Trapezoidal Loads (plf) 1 Vert: B=0.0-to-Em-49.5, Bo-2 2-to-D=-148.5 6 0 co rA a CV 0 Customer No: 11045 Cu$tomer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 ELI.B RF Date Req:04/24/2003 Draw No:53906902HJ7 Job truss truss type Lax 53906902 EJ7 ROOF TRUSS Universal Forest Products,lnc., Burlinqton, NC 27215 t /y ury my Lemex-unanooizoua-Msiv3-j i-;s r 25 1 I Job Reference (optional) s 23 08:31:03 2003 Page 1 1-0-0 1 B 5.00 12 7-0-0 7-0-0 81 c Scale - 1: M I D 30 — 6-11-4 I 7 Q-0 6-11-4 I 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.17 A >80 BCLL 0.0 Rep Stress In4 YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-QI oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-198/Mecha'Inical, B=346/0-3-8, D-68/Mechanical Max Horz B=159(load case 5) Max UpliftC 165(load case 5), B=-75(load case 4) i FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-62 BOT CHORD B-D=0 i NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 gmph; 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. 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//T 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the 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, i I LOAD CASE(S) Standard I i r 6iE C5 i+ u prp! 00 ym Y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509- EL.B RF Date Req:04/24/2003 Draw No:53906902EJ7 53906902 I H18' YF- IPI! '°70P-:dA lucts,Inc., Burlington, NC 27215, Jeff Kerr 1-0-0 1-0-0 B 3x4 LOADING (psf) SPACING TCLL 20.0 Plates Incro TCDL 10.0 Lumber Inc BCLL 0.0 Rep Stress BCDL 10.0 Code LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 2-0-0 1.25 1.25 YES 5.00 V2 5.000 s 5-10-8 6-0-4 81 Job. Refer b 20 2003 MiTek Industrie Wed Apr 23 08:43:25 7-0-0 t-1-8 5x4 = 2x3 II c D E T2 VIM lk'Al H a F 20 II 20 II 6-11-4 7-I Page 1 Scale -1: CSI DEFL in loc) I/defl PLATES GRIP TC 0.41 Vert(LL) 0.07 B-H >999 TL20 245/193 BC 0.36 Vert(TL) -0.19 B-H >436 WB 0.08 Horz(TL) 0.04 E _- n/a Matrix) 1st LC LL Min 1/defl = 240 Weight: 30 lb BRACING TOP CHORD Sheathed or 6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling direct ly applied or 10-0-0 oc bracing. I I REACTIONS (lb/size) B=346/0-3-8, P=-126/Mechanical, E=392/Mechanical Max Horz B=148(load case 3) Max UpliftB=-156(load ciase 4), F 126(load case 1), E=-48(load case 4) I FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-84, C-Di -2, D-E=O, D-G=592 BOT CHORD B-H=25, G-H=O, F-G=O WEBS C-H=-419 i NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDLo6.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. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at jointlB, 126 lb uplift at joint F and 48 lb uplift a' joint E. 4) Truss shall be fabricated per ANSIfT I 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. Tile truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references Ito 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 4 t N W o e LO r r co 0 Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EIII.B RF Date Req:04/24/2003 Draw No:53906902H18 53906902 H 19 FLEA TI Jf A':)C<3 Job Reference o tionat Unive7sal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:04 2003 Page 1-0-0 3-10-8 7-0-0 1-0-0 3-10-8 3-1-8 Scale - 1: 5x4 = C D 2x3 11 E T2 5.00 Ff2 w1 w1 T1 8 B1 Li 2x3 11 H 2x3 11 G F 3x4 = 4-0-4 6-11-4 7,q-0 4-0-4 2-11-0 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increas 1.25 TC 0.27 Vert(LL) 0.18 B-H >442 TL20 245/193 TCDL 10.0 Lumber Increa:e 1.25 BC 0.76 Vert(TL) -0.33 B-H >249 BCLL 0.0 Rep Stress Inc`• YES WB 0.04 Horz(TL) 0.14 E n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft — 240 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-Q oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-346/0-3-8, F=-83/Mechanical, E=348/Mechanical Max Horz B-102(load case 3) Max UpliftB--149(load case 4), F--83(load case 1), E--75(load case 3) Max Grav B=346(load case 1), F=9(load case 4), E=348(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--71, C-D=0, D-E=O, D-G-297 1 BOT CHORD B-H=20, G-H=O, F-G=t) WEBS C-H=-226 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 11 C mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposu le B; enclosed; MW FRS gable end zone; cantilever left and right exposed; en vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide adequate drainage to preverlit water ponding, 3) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 149 lb uplift at joint B, 83 lb uplift at joint F and 75 lb uplift at joint E. 4) Truss shall be fabricated per ANSV I 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 bucliling.of individual members only and does not replace erection and permanent f racing required for the overall building design. Building Designer shall vertify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. T e 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 ar not part of the review or certification of the truss designer. LOAD CASE(S) Standard o CD G8 CO „o Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job:2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H19 53906902 G 17 1 4 Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Indusl ries, Inc. Wed Apr 23 09:17:36 2003 Page 1 2-6-0 4-7-13 6-7-14 8-7-15 10-8-1 12-8-2 14-8-3 16-10-0 , 19-4-0 2-6-0 2-1-13 2-0-1 2-0-1 2-0-2 2-0-1 2-0-1 2-1-13 2-6-0 Scale: 3/8".1 5.00 12 5x8 = x8 = 3x8 = 20 II 3z8 = 3x 5x8 = B C D E3x8 = F O l i A q B1 Ig 5x6 = b R O P S O N T M L K 3x6 II 5x6 7x6 = 5x6 = 5x12 = 7x6 = 5x6 = 3x6 II 5x6 = 2-7-12 4-7-13 6-7-14 8-7-15 10-8-1 12-4-0 1 -8 2 14-8-3 16-8-4 16 -8 19-4-0 2-7-12 2-0-1 2-0-1 2-0-1 2-0-2 1-7-15 0-4-2 2-0-1 2-0-1 0-0-4 2-7-8 Plate Offsets (X,Y): [A:0-3-6,0-0-0], [B:0-5- 2,0-2-8], [C:0-3-8,0-1-8], [D:0-3-8,0-1-8], [E:0-3-8,0-1-8], [G:0-3-8,0-1-8], [H:0-3-8,0-1-8], I:0-6-0,0-2-8j, (J:0-3-6,0-0-0], [M:0-3-0 0-3-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (foe) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.54 N-O >420 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.85 N-O >270 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.07 J n/a BCDL 10.0 Code F I C2001 Matrix) 1st LC LL Min Vdefl = 240 Weight: 454 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 4-1-9 oc purlins. T2 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 8 SYP SS WEBS 2 X 4 SYP No.2 REACTIONS (lb/size) A=7994/0-3-8, J=5 03/0-3-8 Max Horz A=21(load case 4) Max UpliftA= 2713(load case 2), J=-1995(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=-17555, B-C=-26432,(,-D=-33583, D-E=-37439, E-F=-36512, F-G=-36512, G-H= 34015, H-1=-24179, 1-1= 14664 BOT CHORD A-R=16310, Q-R=16606, P-0=26431, P-S=33583, O-S=33583, N-0=37439, N-T=34015, M-T=34015, L-M=24 78, K-L=13691, J-K=13621 WEBS B-R=1902, I-K=453, B-Q=1 697, C-0---3284, C-P=7887, D-P=-1935, D-0=4252, E-0=152, E-N=-1021, F-N=-29, G-N=2753, G-M=-1349, H-M=10849, H-L=-4693, I-L=11418 NOTES (10) 1) Special hanger(s) or connection(s) required 12-4-0, and 22.01b down and 7.61b up at to support concentrated load(s) 65.01b down and 22.31b up at 16-10-0 on top chord, and 3075.01b down and 1057.01b up at 16-8-8 on bottom Design for is delegated to the building designer. 2) Special connection required to distribute chord. unspecified connection(s) tiottom chord loads equally between all plies. 3) 4-ply truss to be connected together with 16d Common(.162"x3.5") Nails as follows: Top chords connected as follows: 2 X 4 - I row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 4 rows at 04-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. j Attach chords with 1 /2 inch diameter bolts ASTM a-307) with washers at 2-0-0 on center. Special hanger(s) or connection(s) required to support concentrated load(s) 65.01b down and 22.31b up at 16-10-0 on top chrd, and 3075.01b down and 1057.01b up at 12- 4-0, and 22.01b down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 4) Unbalanced roof live loads have been co sidered for this design. 5) Wind: ASCE 7-98 per FBC2001; I I Omphl h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed MWFRS gable end zone; cantilever left and right exposed; end vertical left and right DOL=1.60 plate grip DOL=1.33. 6) Provide adequate drainage to prevent wa dxposed; Lumber er ponding. 7) Provide mechanical connection (by other of truss to bearing plate capable of withstanding 2713 lb uplift at joint A and 1995 b uplift at joint J. 8) This truss design allows for the following i nax. bolt holes along the member clines spaced a min. of 0-6-0 apart: 0.500in in the top chord, 0.500in in the bottom chord. Ird, 9) Special hanger(s) or connections) required to support concentrated load(s) 65.01b down and 22.31b up at 16-10-0 on top ch and 3075. 01b down and 1057.01b up at 12-4- and 22.01b down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection( s) is delegated to the building Idesigner. 10) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at jo]nts 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 esign. ;k Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the s eciflc f buildingandgoverningcodesandordinznces. The truss designer accepts no responsibility for the correctness or accuracy 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 re% iew or certification of the truss designer. r K - o c C x; o LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ti aJ 1.0 Uniform Loads (plf) C tL n, Vert: A-B=-60.0, B-D=-60.0, D-i=- 38.0, IJ= 60.0, A-S=-734.0, S-T=-746.0, K-T=-34.0, J-K=-20.0 Q Concentrated Loads (lb) Vert: 1=-65.0 K=-22.0 T=-3075.0. r- o 0 I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/ Job: 2509 EN RF Date Req:04/24/2003 Draw No:53906902G17 53906902 H'J2 JA6 5.000 s Feb 20 2003 P Job Referen6e (optional) ek Industries, Inc. Wed Apr 23 08:31:05 2003 1 1-5-0 A LOADING (psf) SPACING. TCLL 20.0 Plates Incre TCDL 10.0 Lumber Inc BCLL 0.0 Rep Stress BCDL 10.0 Code LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 B 2-0-0 1.25 1.25 NO 3.54 12 T1 3x4 = 3-5-11 3-5-11 61 3=5-11 CSI DEFL in loc) I/defl TC 0.16 Vert(LL) n/a n/a BC 0.03 Vert(TL) 0.04 A 446 WB 0.00 Horz(TL) 0.00 C n/a Matrix) 1 st LC LL Min I/deft a 240 BRACING TOP CHORD Sheathed or BOT CHORD Rigid ceiling c Scale 0 PLATES GRIP TL20 245/193 Weight: 13 lb oc purlins. applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=39/Mechanical, B-159/0-3-8, D=20/Mechanical Max Horz B-63(load case 2) Max UpliftC=-38(load case 5), B--173(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-17 BOT CHORD B-D=O NOTES (3) I)Wind: ASCE 7-98 per FBC2001; 110 ph; 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. 2) Provide mechanical connection (by oihers) of truss to bearing plate capable of withstanding 38 lb uplift at joint and 173 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TP1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and ithin 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 verl y 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 responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references o job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plat Increase-1.25 Uniform Loads (plf) Vert: A-B--60.0 Trapezoidal Loads (plf) Vert: B=-2.4-to-C=-55.7, B=0 0-to-D=-18.6 I CP s iaCM Customer No: 11045 Customer Name: CENT;EX HOMES ORLANDO $hop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:5, 906902HJ2 53906902 EJ2 5 1 + , Job Reference (optional) 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 09:21`:1 1-0-0 2-6-0 c 1-0-OI 2-6-0 Scale - 1:7.2 5.00 12 B T1 B1 A D 2-5-4 2r6t0 9. 2-5-4 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase Lumber Increa 1.25 a 1.25 TC 0.08 BC 0.02 Vert(LL) n/a - n/a Vert(TL) 0.01 A >999 TL20 245/193 BCLL 0.0 Rep Stress Inc YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-Q oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-52/Mechani'cal, B-178/0-3-8, D=23/Mechanical Max Horz B-62(load caste 5) Max UpliftC--54(load cap a 5), B=-87(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-16 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; 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. 1 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint C and 87 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/T 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall ver'fy all design' information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Tt e truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ca 00 9.' K. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop. No: 53906902 Contractor/Job: 2509 EL.B RE Date Req:04/24/2003 Draw No:55906902EJ2 ro 53906902 G15 I MONO. TRUSS 1 1 Job Refereni a (c A 5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, nc. 2-6-0 13 JX3 11 2-6-0 5.00 12 T1 B1 5x6 = 2-0-0 D C Wed Apr 23 08:31:05 2003 Page 1 Scale - 1:7 Plate Offsets X Y : A:0-3-0 0-2-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increas 1.25 TC 0.08 Vert(LL) 0.00 A-C >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) =0.00 A-C >999 BCLL 0.0 Rep Stress Inch NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6- oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling direc ly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A-141/0-3 8, C=366/Mechanical Max Horz A=51(load case 3) Max UpliftA=-33(load ca a 4), C=-102(load case 5) FORCES (Ib) - First Load Case Only ' TOP CHORD A-B-21; B-C--66 BOT CHORD A-D=O, C-D=O NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 11 mph; 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. 2) Provide mechanical connection (by ethers) of truss to bearing plate capable of withstanding 33 lb uplift at joint and 102 lb, uplift at joint C. 3) Special hanger(s) or connection(s) rf quired to support concentrated load(s) 331.01b down and 113.81b up at 2-6-0 on bottom chord. Design for unspecified connection(s) is delegatf d to the building designer.. 4) Truss shall be fabricated per ANSI/T 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicatd on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building desiG n. 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. Tt e 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 p rt of the review or certification of the truss designer. 5) L26R: Right end may be attached to 2x6 So. Pine or larger BC of two or more ply girder truss with Simpson LU 26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Pla a Increase-1.25 Uniform Loads (plf) Vert: A-C--20.0, A-B--60.0 Concentrated Loads (lb) Vert: D--331.0 y O rS"3 t r; co 0 J ii 'g R Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO r, hop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G15 JVU I t ubb 11 UDJ I YIAO ty LY I iY on wn-v nnnvvi c...v.,-rvlua -v -v 53906902 HJ3 TACK I 2 1 Ucd:l° S °" `' •,... Job Reference (optional) Universal Forest Products,lnc., Burling on, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, nc. Wed Apr 23 08:31:0 1-5-0 4-2-3 1-5-0 4-2-3 MA FF2 T1 B B1 3x4 = 4-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl TCLL 20.0 Plates Increas 1.25 TC 0.16 Vert(LL) n/a - n/a TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.05 A >387 BCLL 0.0 Rep Stress Inc NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240, LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling REACTIONS (lb/size) C=67/Mechanical, B=171/0-3-8, D=28/Mechanical D C PLATES GRIP TL20 245/193 Weight: 15 lb oc purlins. y applied or 10-0-0 oc bracing. Max Horz B=70(load cas 2) Max UpliftC=-56(load case 5), B=-178(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C--19 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110 mph; h-25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposur 8; enclosed; MWFRS gable end. zone; cantilever left and right exposed ; en vertical )eft 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 56 lb uplift at joint C and 178 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/T 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members,only and does not replace erection and permanent Y racing required for the overall building design. Building Designer shall verily all design information on this sheet for conformance with conditions and req irements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl for the correctness or accuracy of th design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-8=-60.0 Trapezoidal Loads (plf) Vert: B=-2.3-to-C=-63.6, 9=0.0-to-D=-21.2 a N co Yka k4 M 00 touo FJ cu N 6 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906,902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:0906902HJ3 53906902 EJ3 r 7:i} t'; 1, F TRUSS 2 11 Job Referen e (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page 1 1-0-0 3-0-0 c 1-0-0 3-0-0 Scale: 1.5".1 5.00 12 Tt B B1 A D 2-11-4 3 0 0 2-11-4 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increas 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direc rly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-70/Mechanical, B=195/0 3 8, D-28/Mechanical Max Horz B-73(load case 5) Max UpliftC=-67(load case 5), B-84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-22 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; en 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 67 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/fT 1 1-95 quality requirements. Plates shall be of size and type shown and c ntered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce bucIling of individual members only and does not replace erection and permanent racing 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. T e truss designer accepts no responsibility for the correctness or accuracy of th 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 r. nor r.x!J N iY6 r tbi era r; CO u'e 3e i. 0 jam Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL1.B RF Date Req:04/24/2003 Draw No:5 906902EJ3 53906902 HiG WIP 1 1 Job Referen e (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003'MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page i 3-0-0 4-0-0 7-0-0 3-0-0 1-0-0 3-0-0 Scale . 1:11. 5x4 = 5x4 = 8 c 5.00 F12 T2 wi w1 T1 T1 D A 81 ld 1 2x3 II 20 II F E 3x4 = 3x4 = 3-1-1 3-10-4 7-0-0 3-1-1 0-8-8 13-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.01 F >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.01 D-E >999 BCLL 0.0 Rep Stresslncl NO WB 0.03 Horz(TL) 0.00 D n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl - 240 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direc ly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A-331/0-3-8, 331/Mechanical Max Horz A--29(load case 5) Max Upli#A=-98(load case 4), D--98(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=-572, B-C--497, D--572 BOT CHORD A-F-491, E-F=497, D- 491 WEBS B-F-52, C-E-52 NOTES (7-8) 1) Unbalanced roof live loads have beenn considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL-6.Opsf; BCDL=6;Opsf; occupancy category 11; exposur B; enclosed;MWFRS gable end zone;, cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by o hers) of truss to bearing plate capable of withstanding 98 lb uplift at joint A, and 98 lb uplift at joint D. 5) Girder carries hip end with 3-0-0'end setback 6) Special hanger(s). or connection(s) required to support concentrated load(s) 45.01b down and 36.31b up at 4-0 and 45.01b down and 36.31b up at 3-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss shall be fabricated per ANSI//T 11-95 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 bracirjg required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and req irements of the specific building and governing codes and ordinances. Tf e truss designer accepts no responsibility foi the correctness or accuracy of the design information as it may relate to 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. Pine BC of two or more ply girder truss with Simpson LUS26 or eq. Follo Simpson instructions for installation. y LOAD CASES) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) K s o Vert: A-13--60.0, B-C--70.6, C-D--60.0, A-D--23.5 g Concentrated Loads (lb) c" ON Vert: B=-45.0 C=-45.0 E 0 C11 7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 E B RP Date Req:04/24/2003. Draw No-5 906902H1 G Reference53906902CJ5ROOFTRUSS61Job optional) Universal Forest Products,Inc., Burling on, NC 2721.5, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries; nc. Wed Apr 23 08:31:07 2003 Page 1 1- 0-0 4-11-11 1- 0-0 4-11-11 Scale . 1:11.1 5. 00 F12 Tt B B1 D sx4 = 4-10-15 4-11 11 4- 10-15 0-0-12 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) - n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >263 BCLL 0.0 Rep Stress inc YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 240 Weight: 17 lb LUMBER BRACING ` TOP CHORD 2 X 4 SYP No.2 TOP CHORD . Sheathed or 4-11 11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direc ly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) C-135/Mecha ical, B=268/0-3-8, D=48/Mechanical Max Horz B=115(load case 5) Max UpliftC=-t16(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=O NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001; 110 ph; h=25ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category II; exposur B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; enFvertical 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 116 Ib uplift of jointC_ and 77 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/T 1 1-95 quality requirements. Plates shall be of size and type shown and _c ntered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing,, indicated on this sheet is, to reduce bucl ing of individual members only and does not replace erection and permanent racing required for the overall building design. Building Designer shall verily all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. T e truss designer accepts no responsibility for the correctness f the de ign information'as it maytoto a specific building. Any references o job names and locations are for administrative purposes only and y reviewor of the truss designer.. LOAD CASE(S) Standard o c 0 tt N+ r lIftV Customer No: 11045 Customer Name: CENTEX_HOMES ORLANDO Shop No: 53906902 Contractor/ Job: 2509 ELLS RF Date Req:04/24/2003 Draw No:5 906902CJ5 vv uaa i i u.a i YF I-.--. — -- oROOF53906902CJ3TRUSSa ' 6 1 Job Referen e optional) Univdrsal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:07 2003 Page 1 1-0-0 2-11-11 c 1-0-0 2-11-11 Scale -1:7. 5.00 V2 T1 B 81 A D 2-10-15 2 1 11 2-10-15 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates IncreasE 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.01 A >999 SCLL 0.0 Rep Stress In YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code BC2001 Matrix) 1 st LC LL Min I/deft o 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11 11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direc ly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=69/Mechanical, B=194/0-3-8, D=28/Mechanical Max Horz B=73(load case UpliftC=-66(load 5) Max case 5), 1:1=-84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=21 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110 ph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposur 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 o hers) of truss to bearing plate capable of withstanding,66 lb uplift at joint and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/T 1 1-95 quality requirements. Plates shall be of size and type shown and c ntered 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 tracing required for the overall building design. Building Designer shall veri y all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of thEdesign 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 M O ( t CV 00 00 LO CL =3CV e t tM 0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO hop No: 53906902 Contractor/Job: 2509 EL B RF Date Req:04/24/2003 Draw No:5 906902CJ3 UVu 11. 4IJJ yl' y y n...n .... 53906902 CJ1 ii ROCi &TF,O—S, 12 1 7 1 Job Referen e (optional) Universal Forest Products,lnc., Burlington,:NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Weed Apr 23 08:31:07 2003 Page 1 1-0-0 0-11-11 c 1-0-0 0-11-11 Scale .1:4. 1 overhang may be field removed by others). Do NOT damage the metal connector 5.00 1z plates. e T1 1 A x4 = E 0-10-15 0-11- 1 0-10-15 0-012 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Inc YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11 11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling•direc ly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-133/0-3-8, 9/Mechanical, C-O/Mechanical Max Horz B-41(load case 4) Max UpliftB--102(load case 4). C=-27(load case 5) Max Grav B=133(load case 1), E-9(load case 1), C-29(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-21, B-C--26, C-D 4 BOT CHORD B-E-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; i IO mph; 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. 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/TP1 1-95 quality requirements. Plates shall be of size and type shown and c ntered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce W6ling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall ve fy all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. T e 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 L ICI O GY1 In i.r.. 00 V Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL"B RF Date Req:04/24/2003 Draw No:53906902CJ1 V-4" CV HANGER LEGEND TYPE DESCRIPTION I L LUS 48 FAC£ MOUNT -FLOOR 8,. 8" 5'-8" 40'-0" STRONGBACK DETAILS 2)16d NAILS O TOP do BOTTOM OF 2x4 VERTICAL BLOCK — SECURE wtV, 6d NAILS O EACH VERTICALLOCATEASCLOSETOBOTTOMCHORDASPOSSIBLE. STRONGBACKS SPACED AT 10'-0' (MAX) ARE REQUIRED TO MAINTAIN CERTAIN FIRE ASSEMSUES. STRONGB.ACKS ARE RECOMMENDED TO NINIMIZE VIBRATION. 4 Wm = I Wo 00 i cimacZ-<< o moWZOA9NKOWZ ac 8WZZop00mWiIffo`ER NAN7o= W I J o J<- n K O\mUWWm} 00 OW{.1Z U=OZ.". aiCl z..7 NN9S.. nxo a{LLZw aN'ayo 3 LLJ 4WO Vr FNNn WNH m3F?v i ZjfO Cn O LLJ m r mO m r— Q Q CJ L i J O a a O o 0 O O L.i f 1 V O O d Q N W O z Z: O w IU v f; 2 Z OZ ON I O_ W J N_ n O V c Q U W U a O vl w ix DRAWN BY: TON CHECKED BY: DRAWING NUMBER 7310001 40-0-0 7-0-0 S.B. 7-0-0 S.B. co 7 r' o C LO CJ3 CJ5 EJ7 x x x x II x x II x II x II x IIG17 II c U LO U CJ31 CJ5 ER O O v ER I ER EJ7 ER EJ7 ER EJ7 I EJ7. EJ7 EJ7 EJ7 = ER EJ7 EJ7 I EJ7 ER I EJ7 ER I ER EJ7 I EJ7 EJ7 I CJ5 CJ31' H18 ER CH19 p U m U) w w w UJ ILNN— C NNao1 , UU U U U 27-0-0 13-0-0 40-0-0 HANGER LEGEND TYPE DESCRIPTION I I HUS 28 MEDIUM DUTY - ROOF m0 Z 1 U a oo < Z roF •za? Y W w ON `Jo mWa=o ON fn Mm, 02 11WF--q o5 W\mVNz r <y Yl a7GWo O y2 L1111ZOUS=O JZp NZ aZUtYZ ••NC$g.oO Wyd{ yOJl B8' n W< N OOO Z ItC1 O Z7 m r3 m3F?'u0i:° N OJ W m m O m Q cyOL O O O O Q L` ON U a o M 1 0:: O J Q o LM 0 I^/' U vJGj 2 0 2 C o N D XUd O N K cr DRAWN BY: TDN CHECKED BY: DRAWING NUMBER 1310002 3' bath duc- to roof cap w/fan ss s Baas to bath duct to roof cap w/fan a IOx6 Iwcd R 85 Y No a AKA BMW 42Delpi8x4Iwcdmomwo mom 4' at IOx6 Iwcd 12' 90 1Ox10 ra a 6' x1rag 6' 8x4 Iwcd 8 a!s 35 7' 4 tFtl7 w 6x1 rag dryer wall cap 10' L 10, tirttp s 8x4 Iwc 4' 9' 7' L oe 14x6 Iwcd 1 8' 0' 17s 12x12 rag QRCJ . deft on *map og4110 14x8 Iwcd 215 A / V.rtiY. -%L 4 ®jD 1 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL J sO sue L D ti' C c V J V q3' cG ei v v S U) m z O n i; 0 ' W L1J 'CD ICY- o r. V)( 1 U Q oZS x ED o LL L CU W x ry W o Q LIJ cc-) FD U : E CD i Rating z O V) 0° Ui > z M z o U JF— Q J. O -:::) Q Must have a minimum clearance of 4- Inches around the air handler per the State Energy code. Att duct has an r=6 insulation value. m n J (n 0 C) ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WI OW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CAULK BETWEEN B.W. CONCRETE OR WOOD BUCK & (BUCK WIDTH) MASONRY OPENING MAS'Y. OPENING INSTALLATION ANCHOR _ BY OTHERS BY OTHERS ONE BY WOOD 3/16' DIA..TAPCON BUCK BY OTHERS p 1-1/4' MIN. SHIM AS REO'D. EMBEDMENT RIGID VINYL (SEE ND ES) GLAZING BEAD t LT.YPJ 1 NSTALLATION ANCHOR - DIA. TAPCONI3/16 1-1/4' MIN: EMBEDMENT C> STUCCO BY OTHERS 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 P WOOD BUCK PERIMETER CAULK BY OTHERS GLASS.( TYP_) (SEE NOT ES> W.W.GIW WINDOW WIDTH) B.H. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 8.. MAS'Y.- OPENING BY OTHERS SECTION B-B FLANGE TYPE CONCRETE OR WINDOW.FRAME MASONRY OPENING SILL BY OTHERS W.W. , PRECAST SILL a a BY OTHERS AqABC. NOTES SECTION A -A 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX_ ALLOWABLE SHIM STACK TO BE 1/4-- D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST .BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE.. / 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH I VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. B K B 4 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. G9EXTERIOROFWINDOWFLANGE. F r I 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE rC E ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE.. FOR THE / C APPROPRIATE DESIGN PRESSURE REO-D. y ' 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS .OF.ASTM E1300 GLASS CHARTS, 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H If TAPCON LOCAI IUN UHAtC I CALL BUCK 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 6 B F.G F,G F.G F,G 13 18 1/8 X 37 3/8 8 8 F.G F,G 14 18 1/8 X 49 5/8 8 8 F.G F.G 1.45 18 1/8 x 55 1/4 8 8 F.G F.G 15 18 1/8 x 62 B 8 8 8 F,G F,G.H 16 18 1/8 x 71 8 B F.G F,G.J,K 17 18 1/8 x 83 8 8 F,G F.G IH2 25 1/2 x 25 8 8 F,G F.G 1H3 25 1/2 X 37 3/8 8 8 F,G F,G,H,1 1H4 25 1/2 x 49 5/8 B 8 F,G F,G,H,I 1H45 25 1/2 X 55 1/4 8 F,G F,G,H,1 1H5 25 1/2 X 62 8 13 F,G F,G;H;I 1H6 IH7 25 1/2 X 71 25 1/2 X 83 8 B 8 F.G.J•K F,G.J K 30 1/2 x 26 29 1/2 X 25 B 8 8 8 F.G F.G . 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 F.G F,G.HI 30 1/2 X 50 5/8 29 1/2 X 49 5/8 6 8 F.G F,G.H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B 8 F,G,H.I 30 1/2 x 63 29 1/2 X 62 6 6 8 G F. F H. F,G,H.1301/2 x 72 29 1/2 x 71 6 8 F.G. H*IJ.K F.G. 30 1 2 x 84 29 1/2: X 83 22 36 X 25 6 8 13 8 F,G F,G 23 36 X 37 3/8 B 8 F.G F.G,H.I.. 24 36 X 49 5/8 8 8 F,G F,G,H,1 245 36 x 55 1/4 8 B F,G.H.1 F,G,H,I 25 36 X 62 36 x 71 B 6 F.G.H,1 O.E,F,G,H,( 26 27 36 X 83 8 8 F,G,J,K F,G.H,I,J.K 42 x 26 41 X 25 8 8 8 8 F,G F,G.H.1 42 x 38 _3/8 41 X 37 3/8 B B F.G F-.G;H;I- 42 x 50 5/8 41 X 49 5/8 B 8 F,G,H.1 F,G,H.I 42 x 56 1/4 41 X 55 1/4 8 8 F,G,H,1 D,E;F,G,H.I 42 x 63 41 X 62 8 8 F,G,H.I D.E.F,G;H•1 42 x 72 at x 7t 41 X 83 8 8 F.G,J.K F,G.H.I,J.K 42 x 84 48 x 26 47 25X 8 A,C F.G F.G F,G.H I 48 x 38 3/8 47 x 37 3/8 B 8 A,C A C F,G F,G,H,I 48 .x 50 5/8 47 x 49 5/8 B A.0 F.G.H.1 F.G.H.1 48 x 56 1/4 47 x 55 1/4 B A.0 F.G.H,I D.,E,F,G.H.1 48 x 63 47 x 62 47 X 71 8 A,C F,G.H.1 D.E.F.G.H,1 48. x 72 47 X 83 A C FGJK DEFGHIJK 48 x 84 32 52 1/8 X 25 8 A,C F,G F,G F.G.H.I 33 52 1/8 x 37 3/8 8 8 A.0 A.0 F,G,H,t F,G.H.I 34 52 1/8 X 49 5/8 6 A,C F,G,H,1 D.E.F.G.H.1 345 52 1/8 X 55 1/4 8 A.0 F.G.H,I D.E.F.G.H.1 35 52 1/8 X 62 1 52 1/8 X 71 B A.0 F.G,H.t O.E.F,G.H,I 36 52 1/8 X 83 B A.0 F.G.J.K D.E,F,G,J.K,J,K. 37 1 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL, ,INC III EXTERIOR ELEVATION AS A KEY. _:3 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON '0 FLORIDA EXTRUDERS SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF "SUFFICIENT LTH. p TO PROVIDE MIN. 5/8. IN.. EMBEDMENT INTO WOOD BUCK. f j 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIO NSERIES. SINGLE'. RUNGS. 1 1) WHERE WINDOW IS INSTALLED IN .MASONRY OPENING WITH A STRUCTUAL Two. eY WOOD BUCK. USE hl 10 SCREWS OF VIEWED FROM 'EXTERIORSUFFICIENTLENGTH. TO.ACHIEVE 1-3/8" MIN_ EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS - TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS- SERIES 1000 150.0 &.2000 DRAWN sY: B B APPROVED BY: s 5=- DATE: l O/O9/O 1 SCALE: NTS DWG.= FLEXOO 1 S PRFPARFFl RY- PRontlrT' A APPLICATION ENGINZEMNG, INC.: 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLORIDA 32746= PHONE. 307 805-0365 FAX 407 805-0366 - I I' . MIN. EMBEDMENT WINDOW WIDTH 1/4' MAX. SHIM SPACE CAULK BETWEEN SHEATHING TWO BY WOOD WINDOW FIN & BY OTHERS BY. OTHERS TWO BY WOOD SHEATHING (SEE NOTESSHIMASpDSTUDBYOTHERS INSTALLATION ANCHOR SHIM AS REO'D. SEE NOTES). 8 WOOD SCREW0. ETY STUCCO I ji FAIN °.. I' MIN. BY OTHERS ATFAC A 1U , 1 S EMBEDMENT 1.1rn ` IiJ v r 1/4' MAX. } GLAZING CT ES) PERIMETER SHIM SPACE ( SEE NOTES) CAULK SHEATHING BY OTHERS BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN HEADER FIN TYPE WINDOW FIN WINDOW FRAME & SHEATHING GLAZING (TYP.) 1ND JAMB SEE NOTES) WINDOWfWIDTH PERIMETER INSTALLATION ANCH OR CAULK, #8 WOOD SCREW BY OTHERS P, STUCCO BY OTHERS . SECTION B—B B e WINDOW 24' D.C. HEIGHT MAX, (TYP-) EQUALLY SPACE ANCHORS (TYP WIND W J HEIGHT NOTES 1) SHIM AS REO`D. AT EACH INSTALLATION ANCHOR. GLAZING (TYPJ 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 1" INTO WOOD BUCK. A MA 4) USE SILICON IZED. ACRYLIC CAULK BEHIND WINDOW FIN TYP.) AT HEAD, SILL & JAMBS. 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 7) GLASS THICKNESS .MAY VARY PER THE REOUIREMENTS OF WINDOW FRAME ASTM E1300 GLASS CHARTS. PERIMETER SIWRBLE SILL VLEWED FROM EXTERIOR 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. CAULK STOOL: ANIS PRINT D 2000 SERI SAPPLIES SSINGLEHOTHE UNG WINDOWS, ETRUDERS 1500 BY OTHERS BY OTHERS 9 I INSTALLATION ANCHOR TWO BY WOOD 8 WOOD SCREW BY OTHERS I STUCCO BY OTHERS - I INTERNATIONAL, INC. r .FLORIDAEXTRUDERS SANFORD, FLORIDA REV DESCRIPTION DATE I R F 0DACAULK BETWEEN WINDOW ,FIN SHEATHING a SHEATHING BY OTHERS 1'MIN. TITLE: INSTALLATION DETAIL W/#8 SCREWS EMBEDMENT & 2000 SINGLE HUNGFINWINDOWSERIES1000,1500, SECTION A — A DRAWN BY: BB APPROVED BY: 026 SHT 1 OF 2 DATE: 12/ 13/O1 SCALE: N..T. S. DWG.FLExO PREPARED BY = PRODUCT S APPLICATION ENGINEERING. INC. 250 INTERNATIONAL PKWY:, SUITE 250, HEATHROW, FLORIDA 32Ta6 PHONE 407 805-0365 FAX a07 BOS-0366 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH. JAMB CALL WINDOW UP TO 70 PSF UP TO 70 PSFSIZESIZE 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 X 47. 1/2 2 3 2044 23 1/2,X 51 1/2 2 3 2050 23 1/2 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 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 7/2 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. 3 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 3 4 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 313181/8 x 37 3/8 2 14 „ to 1/8 x 49 5/8 2 3 1-45'-.l i8 t/8 X 55 1/4 2 3 15 ' 18 1 /8 x 62 2 4 16 t8 1/8 x 77 2 4 17 18 1/8 x 83 2 4 1H2 25 1/2 X 25 2 2 3iH3251/2 x 37 3/8 2 . 1H4 25 1/2 X 49 5/8 2 3 31H45251/2 X 55 1/4 2 1H5 25 1/2 X 62 2 4 1H6 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 3 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 4361/2 x 63 29 1/2 x 62 2 4 30 1/2 x 72 29 1/2 X 71 2 430112x84291/2 x 83 2 36 x 25 32336x373/8_ 2 3 24 36.X 49 5/8 2 3 245 36 x 55 1/4 2 4 25 36 x 62 2 26' 36 X 71 2 4 . 27 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 4 42 x 63 41 x 62 3 4 42 x 72 41 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 4 48 x 72 47 x 71 3 4 48 x 84 47 x 83 3 32 52 1/8 X 25 3 2 3 33 52 1/8 x 37 3/8 3 3 34 52 1/8 x 49 5/8 3 345 52 1/3 x 55 1/4 3 3 35 52 1/8 x 62 3 4 36 52 1/8 X 71 3 4 37 52 1/8 x 83 3 4 t_0Cn— S:H. — iAi`+B I T Y = i t X 2 X iCCC S.H. L!BS i+,a1L;1 _I:l i jtzfa (`YM 1 rE X / SELF T APc)i ` -S!'Mc SEALANT -c" i .TN DC:: MIULLIGN TAPPING SMIS 4 . Cr-,-: ,` , f, T eTy 41 _ 1V1 iA' . (i Y!'':i 1 1CCC S.H. JAMB :TYP:) TAPPI,NiC SMS VVV WINDOW P LANCiES A MU!LLION rt9 X 1-1/2- SE;-F A.PFTNG SYS 11'' 1 x 4 X 1/8 TUDE K-1IL_--IN iCCC S:H. iAM i! IF.J 1LC,0 S.H. 1 J h'•3 ,-YP, c X I/r SEi F Ti A PP-1 N G SMS i L SEP.LA`ii C_TwFE?`! 1,/IND!?W FLAN6FS s MULLION 8 X -i /2 S-i APPTING SMS 1 X 2 X 3!8 l i ter_+= 1,4i1! l #9 X I S, fir: -LING SMS X P 16 X 3/6frw1iT \ JAIMB L T YP.3 ! SEE J!__z_ SE_ TAPPIN'S SMJ n A SEALAN' 7. CETW EN TA!'PiNC.; SMS WINZIUW FLANCES . 3 MULt_'ON i i` i 'T111 R• f A / A AIL NS ; tail_. -A : 1_.;< Ji::A t MUL ! iLN ' i! ilri '<t i y 1 =A-J i K!; i_N ''RF'Lit IS TO HEA.SIL `'iiK= X "—:' v a' - iuE 1 1 'nr,!C AC: 1 Cf,\ t i1 —i x .L.1 n 7L :_ Livl= 'ri•, uS-1 vA!L g Y t! 2 Sr_. „ - i`ISTa!_!_A??G": R,'ViNOR f lI S RE-ld ANCHOR ' T Y2 ; 1 it 1 ! MULLION ( t}'? 5c; 1!h =;T .. TI' ATC- OR 4ill ! I NAL AtNCHGRS WH'-' R_0 iIRE,D t .-Lv C up SLLi'. i \jjLYt!i ("CV r' !_/Ir-:Ii0P, + TAPPING, SMS — - -- ------ -- -- INTERNATIONAL INC EALANT SET 1E=J WIN:)7K FLANGE.` MULLION 8 X -i 1; 7 5G1 ' - hPPLN .SMS f-- u j e n- — FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: SP i 0001 t1 ~ 0 i LAN FE " r5 C- T 1 SEE %THE R SIDE { SHE ET 2 GF 2) FOR LEST r SSE C ARAC I T i t S DRAWN BY: M S H! APPROVED BY: i in;D lqrATP. Ni . nwr SERIES 1000 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES i CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY 1 CAPACITY i CAPACITY CAPACITY i CAPACITY 1 x2 7/16x1 /8 1 x2 7/16x3/8 i x2 7/16x3/81 1 X4X i /S CAPACITY 1 X4X 1 /8 CAPACITY 1 X4X3/8 CAPACITY 1 X4X3/8 CAPACITY 2X4X3/8 WINDOW WINDOWi 1 X2X1 /8 TIP -TO -TIP 1 X2X1 /8 TUBE MULL 1 X2X3 8 TUBE MULL 1 X2X3 8 TUBE MULL i x2 7/16x1 /8 j TZHA TUBE T2BNCHORL TUBEBANCHORSL 1 T48ANCHORSL TUBE 6BANCHO RL TUBE CHORL T6HANCHORS L ! T6BANCHORSL CALL SIZE TUBE MULL SIZE 2 ANCHORS i 4 ANCHORS A 2 ANCHORS SECT. A -A 2 i 4 ANCHORS I CHMULORSL SECT A-A(2) SECT. A-A(3) 4BANCHOf SL ECT. A-A(3) 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. 336. 52 i 692.83 336.52 y732`42 336.52 732.42 791.81 I 1187.72 791.81 11187.72 11187.72 12 j 19 1 /8 X_ 26 336.52 j19 1 8 X 38 3 8 209.72 732. 42 17. 66 i 209.72 429.55 s209.72 ^! 456.46 209.72 456_46 493.47 74Q.20 493.47 740.20 740.20 14 1119 1 /8 X 50 5/9,131.23 ^ r -- 1131. 23 1_52.75 77.46 152.75 193.92 i 152.75 271.83 359.41 539.12 359.41-539.12 539.12 4? 9.33 145 1 /8 X 56 114, 94.13 M 1. 27.29 127.29 135.81 139.09 135.81 A 194. 97 j 319.55. 1460.17 - j 319,55 479.33 1 5 19 19 1 8 X_63` 65.97 65.97 -- s -- --- 89. 21 89.21 2 --- -- 97.48 j 97:48 y64. 27 1 19.85 90. 09 13fi. 64 282.02 212. 62 423. 03 212. 62 282. 02 '- 296. 98 423_ Q3 -_ 1296. 98 423. 03 -- 365. 75 16 -'- 19 1/8 X 72 ' 43.49 43.49 -_ 58.81 _ 36. 45 58. 81-___ r64.27 _ 39. 83 ` 39.83 190_ 09 - 1 55.84 55.84_ 131 .79 131.79- 184.08 184.08 294.03 17 ` 19 1 8 X 84 26.96 26.96 i 572.1-3 36. 45 1262. 87 •. 541.20 1262.87 1572.13 262.87- 572.13 - j 1618. 52 1927.78 618.52 1927.78 1927.78 2 1 26 1 2 X 26 _ 1262.87 1 Z X 38 3/8 157.93 j 239,21 157.93 323.48 157.93 343.74 1157.93 343.74 371.6i 557.41 371.61 S57.41 i 557.41 6 1 /2 X 50 5/& 97.25 97.25 1 13.20 131.51 1 13.20 _ 143.71 j 1 13.20 i 201.45 266.35 - 399.53 266.35 I 399. 53 399.53 PIH6 61 /2 X 56 1 /469.43 1 69 44393.89_ 93.89 I 100. 17 1 102.59 100.17 1 143.81 235.70 i 207. 10 339.42 I 236. 83 z 2 5.70 i 207. 10 i 353. 55 1310.65 353.55 1 310. 65 1 H5 i- j 26 1 /2 X 63 i48.44 . 48.44 _y- i 65. 51 _ 65.51 j 71.58 t 71.58 88_ 1 t 00.34 65.86 155.44 155.44 217.11 217.1 1 j 267.38- 1 H6 26 1 /2 X 72 ; 31.79 31.79 42.99 42.9946:98 46.98 1 65.86 i 40. 64 195.93 j 95.93 133.99 133.99 1 214.02 1H7 26 1/2 X 84 i 19.62 19.62 1 26.53 26.53 28.99 28.99 40.64 22 37 X 26 1 21 6.75 j 471.75 16.75 11471.75 1216.75 _ 471.75 j 216.75 j j 471. 75 266.00 I 510 1287.57 765 1431. 36 510 1287. 57 765 431. 36 i 765 431.36 23 37 X 38 3/8 1122.22 1185.12 1122.22 250.32. 122.22_--_ 1266.00 r108.37 122.22 185.36 I 151. 91 200.86 1301.29 200.86 301.29 301.29 24 _ 17 X 50 5/8 173.34 3 i73.34 - 85.36 - 70.28 99.17 70.28 j 85. 36 I : 74, 98 76.79 1 74.98 1 107_65 j 176.43 254.07 i 176.43 -- j 264.64 i264.64 245 37 X 56 1 /4 51.97 j 51 . 97 ^_ 148.70 48.70 153.21 1 53.21 T 65.4374. 59 153.96 i 176.06 j 153.96;230.94 T 930. 94 _ 25 37 X 63 _ ; 36.01 j 123. 47 36.01 - 23.47 31.74 i 31 .74 34.69 i 34.69 i 48.62 48,62 I. 1 14.76 1114.76 131.61 i 160.30 1 197.41 26 37 X 72 37 X 84 ' 14.39 1 14.39 i 19.46 19.46 j 21 .26 j 212fi: Y 129 81 29.81 j 70,36 i 70.36 98.27 98.27 1156.97 27 53 1 / 8 X 26 191.61 417.04 191 .61 --^ 394^49 '191.61 417.04- r, !.191.61 aJ 7.D4 450.85 s 676.28 j 50.85 676.28 1676.28 32 33 1 / 8 X 38 3/8 98.38 149_02 j 98.38 201.51 i 98,38 2 t 4.14 38 .. _,., ;' 2.4 14 231.50 i 347.25 231.50 347.25 347.25 343 1 8 X 50 5/8 56.23 s; 56.23 65.45 76.04 6-5.45 _ i 83.0965:45 1 1_6 h7 ` 1 ?4.00 -_ 231.01 - 154.00231.01 231.01 345 i - 3 1 / 8 X 56 1 /4 39.32 39.32 53.17 153.17 1 56.73 58.10 156.73 :' r81.44 133.48 i 192.22 f- 1131. 60 133.48 15,08 200.23` 172.63 i 200. 23 172.63 3 5 ' 5 3 1/ 8 X 6 3 2 6.9 2 i 2 6.9 2 _- s 36.40 1 36,40 39.78 39.78 148.91 15 5.7.6 i 1:5.08 1 1145.82 36 34 53 1 /8 X 72 17.34 17 23.45 23.45 25.62 j 25.62 35.92 j 35.92_ f 21. 77 84.77 j 84.77 5 1. 39 - 97.21 71.78 1 18. 41 j 71. 78 1120.8 1 37 53 1 /8 X 84 10.51 10.51 1 14.21 14.21 15.53 15.53 i 21.77 151.39 SERIES 1000 & 1500 FLANGE VERTICAL w INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES r ram - ^ TITLE: „ r • _ ; je r- .-. - r T ' S 1. H ! ? : _ ! L 'rDOD SHEET 2OF21. NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED EACH END. DRAWN BY: -' APPROVED BY: AT B) DES} GN PRESSURES GIVEN ARE FOR 1.5 X DATE:J i CALF: i'-' :' Sri?! DWG.: ? VIM! r 2 1000 S.H.' 1 X 2 X 1/8 1000 S.H. i X 2 X 3/8 TWO BY WOOD DETAIL C JAMB (TYP.) JAMB (TYP.) TUBE MULLION TUBE MULLION BUCK BY OTHERS 8 X 1/2,SELF #8 X 1/2 SELF 1 1/8' MIN. I TAPPING SMS TAPPING SMS EMBEDMENT 2 x 4 x 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR #8 WOOD WINDOW FRAME WINDOW FRAME . SCREW (TYP.) MULLION & MULLION 8 X 1-1/2 SELF #8 X 1-1/2 SELF EXTERNAL MULLION INSTALLATION CLIP TAPPING-SMS TAPPING SMS MULL IDN SECTION A -A (1 SECTION A -A (2) APPLIES TO HEAD & SILL WHERE 1 " X 4" 1000 S.H. X 41X27/16 X 1/8 2" " TU lODO S.H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3%8 JAMB. (TYP.) & BE MULLIONS ARE USED JAMB (TYP.) JAMB (TYP-) TUBE MULLION APPLIES TO HEAD & SILL WHERE 1" X 2" 1" X 2 7/16" TUBE MULLIONS ARE USED 8 X 1/2 SELF 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS 8S WOOD SCCREW ANCHOR TAPPING SMSTAPPING SMS DETAIL B (TYP.) SILL CLIP111141,11111 SEALANT BETWEEN I SEALANT BETWEEN SEALANT BETWEEN # 8 X 1-1/2 SELF WINDOW FLANGES TAPPING SMS & MULLION 1/8' MIN. WINDOW FRAME WINDOW FRAME / l EMBEDMENT MULLION &MULLION SECTION A -A l % ( SHEATHING t 8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS DETAIL C WOOD FRAMING SECTION A -A (3) SECTION A -A (4) AUXILIARY PLATE 1 X 4 X 1/8 1. X 4 X 3/8 ,1C (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) e TUBE MULLION TUBE MULLION D' 0 UR1PR x O O 1000 &H. 1000 S.H.— JAMB (TYP.) JAMB (TYP.) 8 SELF TAPPING SMS (TYP.). DETAIL B MULLION 8 X 1/2 SELF #8 x 1/2 SELF ELEVATION TAPPING SMS TAPPING SMS VIEWED FROM .EXTERIOR i INTERNATIONAL, INCi - FLORIDA EXTRUDERS .SANFORD, FLORIDA TITLE: SER. 1000/ 1 S00 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN SEALANT BETWEEN wlNDaw FRAME WINDOW FRAME SEE OTHER SIDE (SHEET -2 OF 2) FOR j & MULLION & MULLION 1 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 (6 DATE:2/6/02 scALE: NTS DWG::- 1 VMF I N SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 lX2 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 7/16X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X1/81 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY X2 7/16X3/81 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY X2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8 - TUBE MULL 4 ANCHORS SEC1•, i.A.-A 5. CAPACITY 1 X4X.1./8 TUBE MULL 6 ANCHORS SECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) CAPACITY 1 X4X3/8 TUBE MULL- 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 61ANCHORS SECT. A-A(7) WINDOW CALL SIZE 12 13 14 18 1 /8 X 25 18 1 /8 X 37 3/ 18 1 /8 X 49 5/8 201.83 125.78 91.61 403.67 251.57` 129._63 201.83 125.78 91.61 403.67 251.57 178.41. 201.83 125.78 91.61 403.67 251.57 183.23 201.83 125.78 91.61 403.67. . 251.57 183.23 403.67 251.57 183.23 605.50_ 37736_ 274.84 403.67 251.57 _ 183.23 605.50 ` 377 36 274.84 - 605.50 377,36 274.84 145 18 1 /8 X 55 1/4 81.45 92.98 81.45 127.97 81.45 136.55 81.45 162.91 162.91 244.36 162.91 244.36 244.36 15 - 18 1 /8 X 62 65.16 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 16 18 1/8 X 71 42.96 42.96 59.13 ' 59.13 62.15 63.09 62.15 89.35 124.30 186.46 124.30 186.46 186.46 17 18 1 /8 X 83 26.63 26.6.3 36.65 36.65 39.11 39.1.1 52.64 55.38 105.29 128.92 105.29 157.94 157.94 1 H2 25 1 /2 X 25 157.66 315.32 157.66 315.32 1'57.66 315.32 157.66 315.32 315.32 472.98 315.32 472.98 472.98 1 H3 25 1 /2 X 37 3/8 94.72 189.44 94.72 189.44 94.72 189.44 94.72 189.44 189.44 284.17 189.44 284.17 284.17 11-14 25 1/2 X 49 5/8 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 60:08' 10Q.72 60.08 120.16 12Q._16 180.24 120.16 180.24 , ` 180.24 1 H5 25 1 /2 X 62 47.85 47.85 52.79 65.86 52:79 70.28 52.79 99.52 105-68 ' 158.37 105.58 158.37 158:37 1 H6 25 1 /2 X 71 31.40 31.40 43.22 43.22' 45.4-3 46.12 . 45.43 65.32 90.87 136.31 90.87 136.31 136631 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 1 T4.96 1 1496 260 260 390 260 390 390 22 36 X 25 130 260 130 260 130 260 130 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 36 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 36 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 29.56 ` = 29.56 56.21 68.83 56.21 84.32 84.32 344.77 344.7732521 /8. X 25 114.92 229.84 114.92 229.84 114.92 229.84 1 14.9Z - 2Z9.84 229.84 344.77 229.84 33 52 1 /8 X 37 3/8 59.01 1 18:02 59.01 118.02 59.01 118.02 59.01 118.02 1 1.8.02 177.03 118.02 177.03- 177.03 34 52 1 /8 X 49 5/8 39.25 55.54 39.25 76.45 39.25 78.51 39.25 78.51 78.51 117.76 78.51 117.76 117.76 345 52 1 /8 X 55 1/4 34.02 38.84 34.02 53.45 34.02 57.04 34.02 68.05 '" 68.05 102.07 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 49.5fi 74.34 49.56 74.34. ` ° 74.34 37 52 1 /8 X 83 110.38 10.38 14.29 14.29 15.25 15 25 ';4 20.53 21.59 41.06 54.27 41.06 61.59 61.59 SERIES 1000 & 1500 FIN VERTICAL MULLION DESIGN PRESSURE CAPACITIES SHEET. 2 OF 2 = - NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW 3 FE 2002 , ' , ', FASTENERS REQUIRED AT EACH END. :. -: }_` Rl (F41C;N PRF C [;ICIIRVFN ARF FOR 1.5.X FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD-, .FLORIDA TITLE:DESIGN PRESSURE CAPACITIES F I N VERTICAL MULLIONS - SER. 1000,& 1500 DRAWN BY: JDH APPROVED BY: r,.• ,r,-, --•-- r--... r-r.. r,r- a I — DOOR WIDTH /4' MAX. SHIM SPACE TWO BY WOOD INSTALLATION ANCHOR SHIM AS RE'Q'D tt8 SCREW ION ANCHOR u8 SC SCREW SHEATHING- (SEE NOTES) i—ii8 MIN. BY OTHERS BY OTHERS EMBEDMENT TWO BY WOOD CAULK BETWEEN TWO. BY WOOD BY OTHERS DOOR FLANGE SLIDING GLASS SHEATHING BY OTHERS DOOR FRAME I JAMB'. HOOKKEN STRIP & I. SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS REO'D. 1/ 4• MAX. (SEE :NOTES) SHIM SPACE INSTALLATION ANCHOR 1-1/8' MIR 1- 1/8' MIN. 118SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO CAULK BETWEEN OR SIDING < TYP.i DOOR FLANGE BY OTHERS 8 SHEATHING SLIDING GLASS . DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS, SHEATHING . I iPERIMETER CAULK BY BY OTHERS TEMPERED GLASS 3 TEMPERED OTHERS STUCCO ( TYPJ STUCCO OR SIDING 9 - GLASS (TYP.) OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR If•- a 't s INTERLOCK is '! 1'.+1 ; L *.. *zLl I ji..:L1 ate-- •.J .. i DOOR Syr: r.. r:; HEIGHT SECTION B-B HOOK STRIP DETAIL ir .., r ilrNBC TES, 13 DOOR MATERIAL: ALUMINUM ALLOY 6063. ` . 2) a8 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-L/4' INTO MASONRY DR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 6 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 DOOR FRAME / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D- 7> FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. SILL r 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 GLASS IN SINGLE GLAZED OR INSULATING GLASS. I> 10) JAMB /. SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REQ'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO ,BE 1/4 . E 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. A 13) WHERE " x• REPRESENTS MOVING PANEL AND -0' REPRESENTS FIXED PANEL APPROVED. CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. EXTERIOR ELEVATION 141 SECTIONS -.'B- B* & CONFIGURATIONS OK STRIP aVE DETAIE PPLYNONTHISTO INSTALDLATIONGOF ALL HOWEVER APPROVED LATION D EMBEDMENT CONFIGURATIONS. I 4 0 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. REV DESCRIPTION DATE IN I EXTRUDERS LIBERALLY APPLY FLORIDA INT. INC. SANF.ORD FL. CAULKING. UNDER SILL _- - _ ORSETSILLIN BED INSTALLATION ANCHOR. OF CONCRETE 3/16• DIA.. TAPCON TITLE: SLIDING GLASS DOOR i SECTION A -A INSTALLATION WITH #8 SCREWS c DRAWN BY: BB APPROVED BY: r 2002 ATE: 12/ 17/01 SCALE: NTS DWG #FLEX0027 SHT 1 OF oo 'T . ecw irA N, N . INC.- 250 INTERNATIONAL V ., SUITE 250, HEA HRQFLORIDA. 3 07-805-0265 FAX 407-805-0366 fW f fF EERINGT10PX7 $ 1T T v 2746 4 - 8 SCREW INSTALLATI N ANCHOR' CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JA,1B 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 TO 61 PSF TOSIZEANDSIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, X, X 48 X 80 6 6 6 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 4 8069 XX, Ox, xO 96 x 80 10 10 10 8 8 8 4 4 10068 XX, OX XO 120 X 80 12 12 12 8 8 8 4 4 4 5: 5080 XX, OX, XO 60 X 96 6 6. 6 10 10 10 5 5 5. 6080 XX, X, XO - 72. X 96 8 8 8 10 10 to 5' 5 58080xX, Ox, xO 96 X 96 10 10 10 10 10 10 5 5 10080 XX X XO 120 X 96 ' 12 12 12 10 10 10 5 5 5 50100 .XX, OX, X 60 X 120 6 6 6 12 12 12 6" 6 6 7. 60100 XX, OX, X 72 X 120 8 8 8 12 12 12 6 6 8 80100 XX OX xO 96 X 120 0 0 12 12 12 6 7 9068 OXO 109 1/8 X 80 12 12 12 8 8 8 4 4 4 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 8 8 4 4 4 5 9080 X 109 1/8 X 96 12 12 12 10 10 10 5 5 12080 OXO 145 X 14 14 14 10 10 10 5 5. 5 15080 OX0 1/8 .96 181 1/8 .x 96 16 16 16 10 10 10 5 5 5 90100 X0 109 1/8 X 120 12 12 12 12 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14' 14 12 12 12 5. 7 8 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 8 8 4 4 4 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 5 15080 XXX 178 5/8 X 96 16 16 16 10 10 10 5 5• 5 90100 XXX 106 5/8 120. 12 12 12 i 12 12 12 6 7 8 120100 XXX X 142 5/8 X 120 14 14 4 1 12 1 12 12 6 7 8 10068 OXXO 119 5/8 X 80 12 12 12 8 8 - 8 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 4 4 10080 OXX 11 / XH12 12 12 1 1 10 5 12080 OXXO 143 5/8 14 14 10 10 1..0 5 5 5 16080 OXXO 191 5/8 X18 18 10 10 10 5 5 5 100100 OXXO 119 5/8 X 12 12 12 12 12 67120100OXXO1435/8 X 14 14. 12 1212 6 7 8 160100 OXXO 191 5/8 X 18 19 12 12 12 6 7 8 10068.xxxx 11 1/4 X 12 12 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 4 4 10080 XXXX 117 1/4 X 96 12 12 12 10. 10 10 5. 5 5 12080 XXXX 141. 1/4 X 96 14 14 14 10 10 10 5 5 5 1.6080 XXX-X 189 1/4 X 96 16 16 16 10 10 10 5 5 5 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 8 160100 XXXX 189 1/4 X 120 16 16 19 12 12 12 5 7 i i FLORIDA EXTRUDERS INT. IN. SANFORD, FL. TITLE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER: DRN BB DATE' 12/21/01 l ANCHORNOTES ._ 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTI.TIF.S, nlsua INE: C scA E- .N N.T.S. DvG no- F CIVILTLExp027 R . N - - V.. TT R FL. REG. D` 47182 RE 'LE E SIiEET" DESIGN PARAMETERS BASIC WIND SPEED = 90 M.PJ4. (FASTEST MILE) 110 M.P.N. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT ± 0.18 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -I8 PSF ROOFS = +20 , -20 fSF 30 PSF AT OVERHANGS) 0 VANGUARD/ FOX & JACOB ORLANDO DIVISION 9 I. 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-51TE VERIFICATION OF ALL DIMENSIONS AND- CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB —CONTRACTORS: EACH SUB —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 51TE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AN)7 PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL 1-7Xll PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". ENGINEERED BY: VANGARD & FOX & JACOBS HOMES By ¢ E N T E X ENGINEERING 407) 774-9003- FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEJ 47819 SHEET INDEX 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-'A' 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 Nil.E W E$ FES V4 BaasN mvisiens: d-:—d by'. 14 draw. .. dmw design chedWd Dy: aww date: 01_22-01 rJU 2 TeetyJ C i of: 9 i i R-19 01911L' VI' DRYW/ DOUBLE 2X- TOP PLATE 1/2' DRYWALL OVER IX2 FURRING. OVER R-5 UNSUL.- AJZI 2r 3-1/2" CONIC. SLAB UMBERMESH OVER OVER 6 MIL VAPOR BARRIER OVER TREATED, COMPACTED FILL — FIBERGLASS SWINC&ES OVER "FELT OVER l/16. OSB OR V2• CDX WOOD TRUSSES STRAPPED AS SHOWN ON TR LIS5 LAYOUT P.T. IX2 OVER D(S CDR OVER 2X6 SUBFASCIA 1444, UY CONT. ALUM. VENTED SOFFIT DBL.- 2XS HEADER R-19 0N5111_ FOR 4'-6• MAX. OPENW.. V2• DRYWALL DBL. 2XIO HEADER FOR 5'-9" MAX. OPENING UN.O: DOUBLE 2X TOP PLATE—/ WNDOW WIT 2X WOOD STUDS s 16' O_C. U)/ R-II IN51.11L STUCCO ON MTL LATH 2X4 BOTTOM OVER 15• FELT OVER PLATE VER 1/16. OSB. OR Vt' COX 3/4' T /OG 2X BOTTOM PLATE PLYWOOD ON 3/4"T/G PLYWOOD 2X4 CONT. BAND BOARD FLOOR TRUSS STRAPPED AS SHOWN ON TRUSS LAYOUT OR DTL 'FF'$HT. 'D5' OR ALT. 2-STORY ATTACHMENT DTL. SHOUN 1/2" DRYWALL LIINTEL BLOCK WA • 5 BAR 2X P.T. BM PRECAST WITH (1) • 5 PLATE UV 1/2-AS' WHEN 6 FT OR GREATER A.B. 32. O/C PRECAST CONC. SILL 3-1/2" CON--. SLAB W/FIMRMESH OVER MAS. FINISH OVER OVER 6 MIL VAPOR CHIT BLOCK W 5 DOWELS BARRIER OVER TREATED, SHOWN LOCATIONS COMPACTED FILL ON FOUDATICN PLAN c S GRADE U- F 3 • 5 BARS 20" Wer1 ALL SECTION — FRAME OVER CMU TTv TWOSTORY 112" DRYWALL OVER D<2 FURRING OVER INSULATION — 3L5' CCNC. SLAB W/ FIBERME5H OVER 6 MIL w VAPOR BARRIER OVER TERMITE - a_ II TREATED, WELL a_ COMPACTED FILL II9m FIBERGLASS SHINGLES OVER 15• FELT OVER 1/16" 05B WOOD TRU55E5 STRAPPED AS SHOUN ON TRUSS LAYOUT P.T. IX2 OVER " CDR OVER 2X6 SUI3FASCIA U)/ CONT_ ALUM VENTED SOFFIT DBL 2X6 HEADER UNLESS OTHERWISE NOTED ON PLAN WINDOW WIT 2X WOOD STUDS s 16' O.C. l/S' STUCCO ON MTL. LATH OVER 15• FELT OVER 1/16" 2X BOTTOM HATE ON 3/4• T/G 0.58. 2X4 CONT. BAND BOARD FLOOR TRUSS STRAPPED AS SWOWN ON TRUSS LAYOUT LINTEL BLOCK WA • 5 BAR LINTEL SCREEN MASONRY FINISH OVER CM BLOCK CMU BaLOCK WAWA -, BAR SHOWN LOCATIONS ON FOUNDATION PLAN 3 • 5 5AP-5 --/ L 20" 11,F WALL SECTION-0 FlLLED CELL —TWO STORYYYUrSTEMWALL — SINGLE LINTEL FBEFCLASS o"INCU E6 OVER MA FELT OVER 1/16. OSB. OR IR' COX TRUSISES STRAPPEDAS SHOWN ON TRUSS LAYOUT Da P.T. OVER D(8 CDR OVER 2X6 SUBFASGIA W/ CONT. ALUM VENTED SOFFIT DBL 2X8 HEADER FOR 4'-6' MAX OPENM DBL. 2XIO I4EADER FOR 5'-9" MAX OPENING UNO. WINDOW WIT 2X - WOOD STUDS a W/ R-U IN5U-. 1/8" STUCCO ON MTL LATH OVER 15• FELT OVER 1/16' 0.509. OR V2" CDX DBL. 2X - TOP PLATE DEL- 2X8 HEADER FOR 4'-6' MAX OPENUW, DBL. 2XIO HEADER FOR 5'-9' MAX OPENW. UNO. WINDOW WIT 2X - WOOD STUDS • 1610.G W/ R-U INVA- I 11 3 -5 BARS WC WALL SECTION —FRAME TWO STORY O' CONIC. SLAB W/FIBERMESH06MILVAPORBARRIER OVER TREATED COMPACTED FILL CMU n i I' — I; GRADE 3 A 5 BARS , - G MONOLITHIC SLAB —CMU TWO STORY 3 1/2' CONC. SLAB W/i1BERMESH OVEf2 6 MIL VAPOR BA RIER OVER TREATED COMPACTED FILL VAR 3 / 5 REBAR C T. 10' 10' IL AA DEPRESSED SLAB 8 EARIN00 GARAGE TWO STORY 3\' UCONC. SUB W/FIBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 10" 110' \-3 / 5 REBAR BB THICKENED SLAB W BEARING WALL TWO STORY 29Q' STL WAS!` ER OXLIPS INE, V2' THREAD ROD 32. CIA 241P S_IR ALTERNATE 2—STORY ATTACHMENT(WOOD/WOOD) 2'7Q' STL. WASHER 1/2' STRAIGHT COUPLING 1/2' THREADED ROD V2'X5" AB. 32' OiC ALTERNATE 2—STORY ATTACHMENT(BLOCK/WOOD) 8xB LINTEL FILLED W WS LEW. 1< 1 VERTICAL RER3AR SEE PLAN SINGLE COURSE LINTEL 3/4 =i-0- 3\' CONCSUB WeBERMESH OVER 6 MiL VAPOR ARRIER OVER TREATED COMPACTED FILL 1 9 5 REBAR CONT. GRADE rt T THICKENED SLAB NON BEARING 0 ENTRY — CONC. PATIOS NON LOAD BRG. WALL 1 / 5 REBAR CONT. AIL 3 1/2 CONIC. SLA OVER RM IL W OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL n I` " g• Z N BEARING 0 GADEPRESSED SLAB NORAGE5 HORIZ. BAR BLOCK CHAIR BLOCK UNDER FRAME CORNER BAR W/ STD. HOOF' • 5 BAR GT1U CONC. FILLED TOP COURSE WA • 5 LBR LINTEL BEAM REINFORCING FOUNDATION DETAILS & WALL SECTIONS - MONOLITHIC SCALE 1/ 4" = 1'-0' FINWffi\ ", a ENGINEERING 407) 774- 9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEa 47819 MAXIMUM SPACING F FILLED CELLS UJEROUTETT CELLS THAT CAN RESIST A 100 MP.H. LOAD 33ESIGN WALL PRESSJRE T = 22 PSF MAXIMUM ALLOWABLE TENSION ON FOLLOW CORE WITS IS 25 P. S.I. - AL.I. 531 TABLE 113.1 SECTION PROPERTIES 8' PARTIALLY EROUTED WALL = 95.43' ( A50NARY STRUCTURES A.C.I.) M = rv1 9 / B. S = WL'LX12/ 8XT = 95:43 ,'I = 10 USE 8'-0" HORIZ. SPACIKi - 9'-4' !=EILIN" iMAX.. 5= 131 USE 6'-0' HOP JZ. SPACINE - IO'-0' lD 12'-8' CEIL T1hX. USE G'-0' HORIZ. SPACING - 12'-8• TO 18', IW . e ADD LINTEL W/ N 05 CONT. B 9'-4' . p/- B'9 II TC ;,, 200f. 11 W o iF O it LIL vJ LJ Pz U_ TawL ZO O -1< w z d Q ___ I Z >>Q QO? ILL era age+ 0) E 5 0 N iE. aa a mVi® a"m: m..,.. b,. aj-ao» designed by. A OraSwn by drrre dngn checked by. a clots: 01-22- 01 1 sheet Al Of: F ANCHORAGE TAPCON: BLOCK TO EXT. FRAME SHEAR STRENGTH X CONNECTION (TYP. SPACING) TAPCON: 3/16" 6 12" 0 EXP. BOLT: 1/2" @ 48" 0. SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT CE)IA. EMBEDMENT HOLLOW BLOCK 3/16" 1-1/2" 846 LBS. 1X1/4" 1_1 /,)" 1. 1 - J—BOLT: 1/2- 0 48" O-C)K TEST REPORT # 150-20068/ PROFESSIONAL SERVICE INDUSTRIESJNC,SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL INFORMATION EXPANSION BOLTS.- RAWLS PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL-BOLT GROUTED MASONRY 2.5" 1/2" 1.5" 761 LBS. 1765 LBS. RAWL-BOLT CONCRETE 3" 1/2" 2.5" 1831 LBS_ 2537 LBS. DETAIL DENOTES F`If'E 2 9 J-19PASSINGTHROUGH STEM WALL If DETAIL DENOTES F`IF'E C:) SLEEVE SHALL BE PASSING THROUGH FOOTING 2.61ZES LARGER THAN L0 c%jGROUTEDSOLIFIFEPASSINGTHROUGH AROUND FIVE SLEEVE SHALL 13E SLEEVE 2 SIZES LARGER THAN PIPE PASSING THROUGH w THICKENED SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY y TSCONCRETEFOOTER A;I REBAR WITHIN FOOTING W1 25" MIN. SfILIGE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL dawn by dmr design I,dat. 01-22-01 UL 03 sheet A1.1 Of. 4.46u. SSH-25 SH-25 22/ -24) 022/ -24) EGRESS it EGRESS I-R 19 I' F--------------- is ii W.I.G. II rc iI II 9'FLAT CLG o li BEDRM "3 BEDRM #2 CARFET RRIt III 9' RAT CL& 9 FLAT CLG CALM CARPET FLR a 2669 t I2'-0' 5 arm 4o I 8'-II 1/2' `_' 2'-0" 3'-1 l'-II 1,12" 3'-9• y ANITTMY bmBO BI-FOID 2665 26" 1 S i TWALL 1 LR T 6 I.p ' 294m AC _ BAT 9'RAT Q.f BATH 'L n,c. vwrl FLR 668B'TLAi CLG-- 26" 2666 R61 VML A SF,00ER L—• 4'-I I!Y WL. i __ 1 — L 2669 3'-II' 3'-9° 11'-II Vl I-R 15 2X6 . L NOTE= AIR HANDLER TO HAVE MIN. OF 4" CLEARANCE ONbm6013Ii0.D `" ALL SIDES AND ENCLOSURE SPACE SHALL BE MN. 12" WIDER THAN APPLIANCE 0 E3EpOPTAMERM MASTER BEDRM 9' RAT CM 9' RAT CLG CAP PET RR CARPET FLR I5'_3 L2' Y-2" 20'-4 1/2" C EGRESS 0 SH-25 4x6 W CCL SH-25 SH-25DBL-25 (+ 22/ -24) 021/ -2B) 22/ -24) 22/ -29) EGRESS 12'-4" PARTIAL FRONT ELEVATION "B' PARTIAL FRONT ELEVATION "B' • MASTER BEDROOM s ENTRYWAY WDW. SEAT ro m9 6rP:1oR vu -13 la• osB RRa PLATE {+ 21/ -23) 241E 6DW, SEAT11 10.-4. 3040 F.G. 2•-10' 1 2'-IV (ELEV. B ONLY) 22/ -29) 2nd FLOOR EL AN SCALE = 14'= I'-0• NOTE: EXTERIOR WALLS WERE VERIFIED ALL STp1CTURAI_ WOOD HEADERSSUFFICIENTFOR $NEAR LOADS TO BE DOLa3LE 2• X 10' UNLESS NOTED OTHERWISE NOTE- ALL INTERIOR WALLS TO 13E 3 1/2' NOTE: LEGENDUNLESSOTHERWISENOTED. SEE FOUNDATION PLAN FOR NOTE: ELEVATION "A" SHOUR FILLED CELL LOCATION. V-O' AFF. BRA. WALL IlMRIC A!1E ENGINEERING 407) 77I-9003' FAK (407) 774-9477 F.O. 90% 161913 ALTANONIE 9 1110S, R 32716 THq J. ANDERSON PEIf 4M19 T HB N IN11J Q fV u._3. O. l'-I0" 9'-9' 8'-5• 5'-0• 9'-0' e m SH-23 6•• p SH-25 SH-25 F22/ -24) F I caa PATa 22/ -24) 022/ -24 tjii 6-0 X 6-8 SG 1 21/ -23) r m AT OPT. FP. 36•F98R FLAT HEILL41 KITCHEN o NOOK O F FLAT CLG e B' FLAT CLG WAD wmRR FAMILYFAMILY RM O a n 9' FLAT CA 0 CAR'EfRR LL i . S4ELY9G _FEP ---- 1 1 3' STACK 5 Z'-4" 2968 1 II it LAUNDRY e' RAT CLv i •" il ii 9 n 0I, ANTE RR I it fl KT. SL 2 -CAR GARAGE 1 1 r I, I WL 3'-°'-' °re" BRCS WALL CIA9'FLATPLRDININGRM1iCQ1CRR S RAT CM CARPET RR 11i 1 3 2 20'-0 3/8" 1n 6 O C—' 12' Hr R STOP a BRG. WALL 9 1 1 BW. WALL i 11 LIVING R'1 11 1 i 1 B' RAT CLG - 10 CAfBEt RR 9 ANEL FIBCAST 1 LINLEL 6V N 5 1/ -23) KT. ml I DBL-25 21/ -28) 61-2°OV 2'40' 2'-I0' 2'-8" I6'-0' 2'-m' 12•_4• HI3 5 a' V0 I_I_I g i Y V s II 1st FLOOR FLAN N fig SCALE = 14°= I'-0. as 5Q. FT. GALGULATION5 FPS Ist FLOOR 1062 111 STAIR INFORMATION 2nd FLOOR 1441 * HEIGHT: 9'-4• LL TOTAL LIVING AREA 2509LENGHT: 11'-8" Mry RISERS: 15 ® -1 1/2" EACH LANAI TREADS: 14 La 10' EACH ENTRY er aam by: enlw 12 L9H 1 OTHER, 250ci STAIR GARAGE 411111 rc -- 8 RUN DETAIL TOTAL AREA S,_A_E: KT.9. UNDER ROOF 1 ' Sheet NOTE: SEE STAIR DETAIL ., . // IN STfdLTLIRAI_ SHEETS APTIO : __ ; :.--':r c: - `.:::.: AL FORADDITIONAL .:...:._.. CONSTRUCTION INFORMATION.) -- TOTAL Of.. 1 Y TRUSS $EARII i J- 7---- ROOF PITCH 5 ip FMISH LEFT 51 IE ELEV- SCALE = ya`= P-O" c. - SHMGLES ( . FP. T YABOVE WGIEST PONT OEM IT P C5 iHRil nf TO AND ATTLLEAST WHER THAN ANY PARE OF BUILDM WITHN 10 HORIZONTALLY. ROOF F9TCH 12 -f i GPoCKET 1 i- 1 FRONT ELEVATION '5' SCALE: V4'4-0' RO{C-f-P-tt-CH 5 I TRU55 BEARING SCORED ' STUCCO TENURED MASOlB2Y FiNISN p U OPT MBATH WMDOW TENURED ye p Y FMI 1 EYpes r 4'$ e rw FMISH FLOOR ro FM15H GRADE I G P T 5 (DE E L E. l Q3. SCALE V-0" y TRU55BEARMG - 1RU55-BEARMG B g e E PHW Y FMISHFLOOR FMISH GRADE REAR ELEVATION SCALE = ya`= V-0" WRIUCAME ENGINEERING C) 3 13 N $ eg E gGa fig n3Ystons: Ebro drawn by: d— design- dieticed by. aww idate-. 01-22-01 sheet 200 A3-g Of: CELPG FAN PREWFE(OPTJ Ii CEW iNG FAN FfIFJWITIOPTJ iU i' x li it 1 30 CFM I OS I II$ IO X6 CFM IDX6 1 l rtrl r--. 1 C7----\ 6L STRIP - L - , • vANITY 1 I D I V(1 aX41 1 a64 15 CFM iv xils- 1 _ , _C 7 cFn TO DOWNSTAIRS T Izxa 235 i jCELMG FAN (STDJ LI- CELM FAN M0.) KITCHEN A SCALE-'•=I'-0• I O 0 iv 0 ea a KITCHEN B KITCHEN C SCALE-'4^.I'-0^ SCALE-'6'=1'-0' BATH D BATH E POWDER W F SCALE- %'cr-0' SCALE- 4s =P-0' SCALE-'6'=1'-0' INTERIOR ELEVATIONS 1/4-=V-0- ELECTRICAL LEGEND Q DUPLEX RFC. D6NUST FAN 9 230 VOLT REC. MOM DETECTOR v 9 WATER PROOF REC. 51OK'E DETECTOR (WALL MC M w GROLM FALT WC. 4 pom TEL"50I h MTCFED REG JNCTION BOX 1Qri DISCoNECT F--i H-LIOW8CENT FDC Q FLOORCIIILET TRACK LlaffM S SWRC14 3 WAY SWTTL 1 JET FLOOD LIGHT d 4 WAY VAT04 V R'Y.AND. CELPG FIX D" POWER PanTION: 0- DOOR 5M RECESSED LK.1(t RECE55ED MSM (VAPOR PROOF) CELPIG PAN PREVAF€ 2' VTR LAV I V1' I IR' VTR cam. 91-V I 1B 7' Y3_ 2' 3' 2. _ 3' Y Wn LAV I I!1' 3' 2' 3' WL 3 3' 4' Atone ® 250' 1 PLUMBING RISER Y mo v con m N IN Ww 7 f7 mJll m b J Do0 C0 R N0 EC' om O M y i z m o r; w ov u m 0 LO aLL OPT. C0ACNLIGNT OPT. COOACHLIGHT Ist ELECTRICAL 3: aE.=jm S a6 SCALE = 1/4" = I'-0" n 5,a• sr% r/finr ENGINEERING a. vn n.-.mi W V 5 i rn."a•iR'v.mn n an. LLI a F 00 ill ON gg F yfs revisions: ew: ma.n Ury designed by rd drawn by: do— design checked by •ww date: 01-22-01 sheet TO PPL TRANS — A4 8. R 2509 ELEGTRIGAL RISER DIAG./I50 A 4 WIRE SERVICE Of. 2 / 0 SER CABLE w TER A RANGE 8/3M5 ISOMLO DRYER 103 WS PANEL SMALL APP. QR U)d LIGHTING CIR 14n4 M 4 BARE CID. LOAD TABLE MODIFL25M QUANTITY j 0 2 1 RA rE 40A 2/P B 69 2 I DRYER 30A 2(P 10 5,600 1 DISI &.— 20A UP a PM I REPMERATOR 20A UP g 540 I DISPOSAL 20A LP L 540 I I WASVER 70A VP G00 7 2 SMALL APPLIANCE 20A Le 12 13WO 6 6 LKamm bA W µ6100 GARAGE DOOR OPENER 15A VP H wo 6 PADDLE PANS(16) 5A UPµ500 SUB - TOTAL HIATUS) 30,480 I sL OPM WATTS AT OM 10)MV WATTS F£ UHXR 40% 8016 WATTS A. C. 30M WATTS TOTAL. 3OW WATTS 21152- 2AQ WATTS TOTAL LOAD AMPS 8813 Apr7PwSs SERVICESMBDiC,+., ID S 6 x xyyyA 9 s$:a83xxR yyA Aig-Lcp<Fj3igy8 gs:£ j.8.g.B•:SY ER$BRRFF 3I E=€f4p8Ss$Ri="h.$iyy:§gSy$ ecRRcc1IF-'Ri€ t—$ I`;^.IgYE8: g8A gg> Rp.$E A 3;F 7.R:S:`a5$$ J aI?pg 8e6b a`6 yR 9Ap oi#$?et'a b4so3A<R:dR 1913.cU l.K a€8'iFF e":g: Y 3p F`3tiF 8 n8 XS$ p SB yj 3 g pp pp V° AM gF aP f3 3gR gmga F: RA F 84vi Xi i f=°ff ria 9 RiFFpSII$Y§s€a5,`9RgRgA R 8 fgf fafAf WO g Ili 11131Ik101vIa IIIflI13 fAfaf f$f f f IIIP oI1AlII,g=-InA=Aii-ImI if!flf f4 f:f6f°c IfiIIII`;Igg=I;3a§<aarb.fzff?ff$f f: f sf f?ffffp WTnl o>18.il SYI5I$gfff f.fsf8fSfR s t L n x 8 a o V) V / W LLJ Z j m 0 OO N QO to Q W Q0 W O Q wH J Ld d LL N H < QEL/ U J W 0 I p- W I a8FIIil MEIei S: R3A$Ax gp 8 CI a8oi3S iF S g RII yI R81GF G a C< gg o8 p R 4 apC Rp RI% 7gg p8g g. g i•80I8 6RFRW R•`$ A aPF 0E1 z4'p d xR9!2R 8 F IRE 4 o L$ O o m AST_ 'ETIIC2509 LINTEL SCHED. IV IV LINTEL NO. LENGTH TYPE COMMENTS L 1 11'-4" 8FI6-IB/IT ALLIED LINTEL: A-13 L 2 7'-b" 8FI6-IB/IT ALLIED LINTEL: A-5 L 3 896-I5/IT ALLIED LINTEL: A-5 L 4 4'-b" 5FI6-05/IT ALLIED LINTEL: A-3 L 5 7'-b" 8FI6-I6/IT ALLIED LINTEL: A-5 L 6 4'-6" 8FI6-05/IT ALLIED LINTEL: A-3 L -7 4'-6" 8FI6-OB/IT ALLIED LINTEL: A-3 L 8 4'-6" 5RF14-OB/IT ALLIED LINTEL: A-3 a L1! Li LL O s O O I 85` "s ssa, go e s •sE o-=•II Q LLE _ $ 6Sgee V / O 3 ogbb= S • apt3'a•F °o8-08 g Q€ p3. o-af Q12aigdyy°'ES j ry eos e85 s$ m •mga b a a vg i =a o a dnob o a a$IN a E dSXRFsfiJ rva o yb IT 8E}o"SQQ{{ a }k yyyy _ 1 nc(ll2aa?3 i§$ f-Eoo aSaa;= 4 S.YQniodsea° WB.r a•O E 5 3§ s la b_b, $, = a`6• S err g_m o__. aL' ° O J O uOrvbZ b°g°• -y ir .:a•°IL Z ao °Js z T 3Ededn 78oeE3a3Y<SR 8J`tY i,rLLi 00 OM* n o oi,8ntroll h N rrV ry ry m m 6 m o O ry O v a o S m O N QYf°V lrvV (V Im`1ry 6_px O O rr m 7 ry m x v m m m g m pp cOOi Q Y ryc prvp oom 213°1 O urvi xJry 0 i m la`1Am ry mOm r mnqNJ l ry Vmm1Ii7 Q my'o(Ail(' Im W h oL ry .° ry RaI mAm mongn' ryn n z mm oOdl V' Y 0 ll. l V met n ,O rd)6O Nm7 dl JI QQQQQQQQQQQQQvy s e e e 8FI6-IEMT 8F12-IBAT 8F8-IBAT LINTEL SECTIONS oW T m O m ry m m vp 3Q OOOvO v Y tmv m m o y m m 10Y, x O iomO mNm rvnrr o Y O O n R D OmYTmlm= O O O. m.$ O m ry m 0 moo mcry 0F,m0 I..o g n O m m nRm mm D O ry O m rvm 1° n m mV ,p JI ,fi ry m ry h m tT ry ry ry o xxill O N X ry m m n n n P e m t ry V Y1 i- 6 0- ry m V Y r R N 0 W Q — Q Qi°1 iT01 5 5 bo' ova °a1g b -'bit Jz E - OK K p S S:£Us`q Y. 5 b u 'ry ar. i51 L'I uE2 b R'. Y f-- s- f, y.o a osgFS 9_Klv1 Nacl w 53zP 5 REAR AT TOP MIK (I) REO 1-1/ 2' CLEAR j GML. O F = FILLED WITH 6601T / U = UNFILLED n G . fir OUANTiN OF •S RE AR AT FI () BOTTOMOFLINTELCAVITYD • . OF LINTEL CAVITY OR AT 8F I C — 15/1 T BOTTOM REIWORUN6 T-9/ p'AGN PROVIDED IN LINTEL NOMINAL WIDTN J L QUANTITY OF e5 B' NOMINAL WIDTH NAM NOMINAL HEI6HT REBAR AT TOP TYFE DESICSNATION 2509 LINTEL DIAGRAM (GAR._RT.) SCALE: N. T.S. 1 FOUL azRisAn ENGINEERING / 54eg l. L g 3 W s€. Q g$ a a5 FY3 S tF. E Lr) '33g 04 b o ac u ees;gnee by: nt_ drawn by: dm design checked by. aww date: 01- 22LT I I sheet: A5 of: I J Q Q i°1 iT01 5 5 bo' ova °a1g b -'bit Jz E - OK K p S S:£Us`q Y. 5 b u 'ry ar. i51 L'I uE2 b R'. Y f-- s- f, y.o a osgFS 9_Klv1 Nacl w 53zP 5 REAR AT TOP MIK (I) REO 1-1/ 2' CLEAR j GML. O F = FILLED WITH 6601T / U = UNFILLED n G . fir OUANTiN OF •S RE AR AT FI () BOTTOM OFLINTELCAVITYD • . OF LINTEL CAVITY OR AT 8F I C — 15/1 T BOTTOM REIWORUN6 T-9/ p'AGN PROVIDED IN LINTEL NOMINAL WIDTN J L QUANTITY OF e5 B' NOMINAL WIDTH NAM NOMINAL HEI6HT REBAR AT TOP TYFE DESICSNATION 2509 LINTEL DIAGRAM (GAR._RT.) SCALE: N. T.S. 1 FOUL azRisAn ENGINEERING / 54eg l. L g 3 W s€. Q g$ a a5 FY3 S tF. E Lr) '33g 04 b o ac u ees;gnee by: nt_ drawn by: dm design checked by. aww date: 01- 22LT I I sheet: A5 of: I J 5 REAR AT TOP MIK (I) REO 1-1/ 2' CLEAR j GML. O F = FILLED WITH 6601T / U = UNFILLED n G . fir OUANTiN OF •S RE AR AT FI () BOTTOMOFLINTELCAVITYD • . OF LINTEL CAVITY OR AT 8F I C — 15/1 T BOTTOM REIWORUN6 T-9/ p'AGN PROVIDED IN LINTEL NOMINAL WIDTN J L QUANTITY OF e5 B' NOMINAL WIDTH NAM NOMINAL HEI6HT REBAR AT TOP TYFE DESICSNATION 2509 LINTEL DIAGRAM (GAR._RT.) SCALE: N. T.S. 1 FOUL azRisAn ENGINEERING / 54eg l. L g 3 W s€. Q g$ a a5 FY3 S tF. E Lr) '33g 04 b o ac u ees;gnee by: nt_ drawn by: dm design checked by. aww date: 01- 22LT I I sheet: A5 of: I J 2509 LINTEL DIAGRAM (GAR._RT.) SCALE: N. T.S. 1 FOUL azRisAn ENGINEERING / 54eg l. L g 3 W s€. Q g$ a a5 FY3 S tF. E Lr) '33g 04 b o ac u ees;gnee by: nt_ drawn by: dm design checked by. aww date: 01- 22LT I I sheet: A5 of: I J N®TES: CAST-CRETE SAFE LOAD TABLES I MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I. f'c precast lintels = 3500 psi. ' f'c estressed Ilntels = 6000 I g. f'c bout = 3000 psi w/ maximum Sib' aggregate. 8" PRECAST W/_ 2" RECESS DOOR U-LINTELS 4 Concrete masonry units (GMU) per A5TM G10 w/ minimum net area compressive strength = Ig00 psi. 5, Rebar provided In precast lintel per A5TM A615 GR60. Field rebar per A5TM A615 &R40 or GR60. 6 Prestressing strand per A5TM A416 grade 270 low relaxation. I: 7/32 wire per A5TM A510. 8 Mortar per A5TM C270 type M or 5_ GENERAL NOTES L Provide full mortar head and bed joints- 2- Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structvral drawings. 4 Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5 All lintels meet or exceed L/360 vertical deflection, except Ilntels 1'7 -4" and longer with a nominal height of 8" meet or exceed L./180. 6 Bottom Field added rebar to be located at the bottom of the lintel cavity. 7 -1/52" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 5. Gast -In -place concrete may be provided in composite lintel In Ilev - of concrete masonry units. g Safe load ratings based on rational design analyses per AGI 315 and AGl 530 SAFE LOAD TABLE NOTES I. All values based on minimum 4" bearing. Exceptlon: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". 5aFe loads for all recessed lintels based on 5" nominal bearing. 2. N.R. = Not Rated, 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing oddiondl reinforced masonry above the precast lintel. 6. One #-T rebar may be substituted for two #5 rebars In 8" Ilntels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. q. All safe loads In units of pounds per !!near foot. b R.r. GRAVITY LENGTH TYPE e1zUG 3 2 BRFo-1B Brsrlo- ean4-1B 61rF1b19 eI:F22-I 4'-4' (52") PRECAST 145q 1541 3053 2902 5454 442g 5904 6BBO 1521 3412 4982 6472 1947 9416 k]878 4'-6' (54") PRECAST 1551 I4 2152 2714 3600 44H1 PSIS 6264 I102 12 4982 6472 7941 9416 1-10 5'-8" (65') PRECAST 755 1152 16,02 1550 2058 2566 3015 a- 1153 2162 4074 6472 6516 5814 6839 5'-10"(70").PRECAST T35 111 1500 1449 M24 2400 25-16 3352 1103 1 2051 3811 6412 6516 5450 6411 50") PRECAST 822 90l 1611 2933 2516 5223 5512 4522 90"1 1611 2935 4100 6750 HIT 6701 90') PRECAST 665 lbl 1ST 2252 1g58 2451 2g44 545q 164 1ST 2329 5609 54g2 6624 5152 q'-8" (II6') PRECAST all 420 034 1253 1071 1542 1614 IB66 535 92B 1497 2179 2618 a5g5 2575 8" PRECAST W/ 2" RECESS DOOR U-LINTELS sT`Ci+rn UPLIFT LATERAL TYPELENGTH B"'Fa-rr Ixa=lo-lr ewrl+lr eaFlo-lr ewFa2-1 ew 6 6RU6 BRF6 6npb_2r 10- BRFIa- da'Ib- 224 52") PRECAST 1244 1573 2413 9260 4112 47 5025 932 932 12" 1519 233g 5170 4006 4650 56g6 54") PRECAST 1192 1501 2511 5121 3g31 4156 5577 053 053 11g2 1455 2240 3036 3B3T 4643 5453 68") PRECAST 924• 1172 11g5 2425 30f 565g 4325 501 501 1132 1141 255-1 2g75 3605 4250 70") PRECAST 1138 1142 2352 2965 35BI 414H 461 469 I0g9 16g0 2256 2691 3497 4106 50") PRECAST bB2 1513 2042 2513 3101 91642 B30 II00 1535156 t46H 1157 2501 5055 3563 90") PRECAST Z. 6411 1325 I010 2250 2153 5221 Ito q41 849 1302 1762 2225 2640 5157 116') PRECAST 433 HOB 1123.- 1415 1104 1gg5 516 614 52l 1009 1369 1125 2008 2450 REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS ciss Ciirn GRAVITY fl' RE LENGTH 8Ub DF8-0B 8F6- 19 12 8F12- 16 1 BFI6- IB I 2 24- I 26-I 2 2- le 2'- 10"(34") PRECAST 230 3166 44T3 605q 1526 4004 104-M 11996 3166441360517526gOO4104-12 llg36 3'- b" (42") PRECAST 230 Slab 39-M 4689 6001 1315 6630 4947 Sift 44-13 6054 526 g004 10472 11936 4'- O" (48") PREGA5T 2O2 7325 2496 3461 4458 Salo 6354 1350 2646 4473 6039 1526 g004 10412 119a6 4'- b" (54") PRECAST 1651 nb7 1913 2657 340a 4149 4896 5644 2110 4021 603g 1526 gOO4 10472 9666 5'- 4" (64') PRECAST II54 1223 132 IDOq 23n 2826- 3356 5046 166s 2BBq sosl 6og6 5400 6424 1450 PRECAST q72 Io59 1414 1864 2304 2121 3151 2464 4444 5455 4451 52bO N22 6'- 6" 08") PRECAST q37 2101 5263 2146 Base 3911 4585 2101 359b 5260 7134 89g5 6Hg0 7'- 6` (g0") PRECAST 16-1 F14- 1615 2385 1gg4 24311 2Hb6 3335 1615 2610 3839 559b bb13 5041 PRECAST 513 IO49 1469 1210 1482 1-154 2021 1212 IBIB 2544 5469. 4050 5121 10'- b"(126") PRECAST 456 802 1125 915 1122 1528 1535 658 1025 1514 2051 2T14 5150 2404 II'- 4" (136") PRECAST 445 5g8 935 1S65 1654 2355 Ilia 2075 a 455 labs 1854 2441 SIPS 4044 I2'- O"(144") PRECAST 414 545 564 1254 IbBq 2014 1570 1618 53 864 12" 1&15 2211 2832 35,40 13'- 4"(I60") PRECAST 362 427 126 1028 1331 1635 1224' 1418 485 14B 1016 1438 1555 2543 2g20 14'- O"(Ibb") PRECAST 335 551 648 119 IIW 1462 Io01 1260 455 100 1003 1535 1714 2155 2666 14'- b' (116") PRE5TRE55 N.R. NR MR MR NR M2 NR MR 465 765 1310 2045 2610 5155 5165 15'- 4' (104") PRESTRE55E N.R. MR MR MR MIR MR M2 MR. 420 645 12W I555 2370 2e90 5410 IT- 4' (208")PRESTRESSE N.R. W MR NR MR MR MRF. 1o510 550 950 1400 1500 2200 Iq'- 4' (232')PRE5TRE55E MR. MR MR NR M2 MR MR 240 400 750 IO90 1400 1720 21'- 4' (256') PRE5TRE55 N.R. t1R NR MR W NR MR 165 530 NO q4O 1340 I180 22'- O'(264')PRE51RE55 N.R. W MR W MR W W I60 300 510 blo 1250 1660 24'- O"(288")PRESTRESS N.R. MR MR MR HR fF2 M2 150 240 410 120 1030 1350 c*` CRrn UPLIFT LATERAL TYPE LENGTH 8F8-IT bFl2-IT Ofl6 n` 20- 5F24-IT BF25-I bF32-1T BUB Bf8 BFH-2 BFa-2T BFib-2T 2o- a-2 o-2 2_ 2'- 10'(34') PREGAS"T 2= 2blb 4101 5332 656q lBll 9055 2021 2021 r21. 2184 3961 5190 640'1 1630 685"1 3'- 6" (42",) PRECAST 22Bq 5260, 4231 52Iq 6204 llg2 1257 1257 2121656522153165412550916061loaf4'- O" (4a') PRECAST 187H-. 19H9 2532 3680 4532 5551 6245 938 938 1518 Ig25 0' 2155563 44 2 5264 6110 4'- 6` (54") PRECAST 1660 Ilb2 2507 5251 4010 4161 5525 127 121 1660 1705 2435 3111 3g13 4658 5406 5'- 4" (64") PRECAST 1393• 1484 2110 2141 3375 4010 4648 505 505 1993 1451 2050 2610 32g3 5`120 4549 5'- 101(70') PRECAST 1212• 551 1g50 2505 3064 5665 4241 415 418 I= 1315 1875 2441 5010 3583 415-1 16') PRECA5T 1141• 1200 1733 2250 2169 5290 3012 107 887 1141 IIB2 1684 21g2 2105 3216 32 7'-6" MO") PRECAST q59• 112 1475 1914 2554 2191 5240 Sit 657 990 I029 1466 IgOI 2551 2191 3245 9'-4" ( 112") PRECAST BOI• 612 980 12bg I5b0 1652 2144 454 630 801 755 1192 I550 1910 2271 2634 101-6"( 126") PRECAST 116• 4qb 143 1021 1261 1496 1731 3q6 4q3 116 611 1021 1 1581 1711 2034 2558 ll'-4` ( 136'7 PRECAST ft" 43q 696 89q 1104 1909 1515 363 556 666 535 905 1295 1595 IB96 21gb 12'-0"( 144") PRECAST 607• 4O0 631 516 foot lift 1372 340Oq 651 466 bib 1201 1514 I199 2086 15'-4'( 160") PRECAST 0 552 656' 841 111 1153 302 513 409 652 1004 1361 1651 18g7 14'-0'( I68') PRECAST 450• 31t 493 635 1065 286 54H 31H 629 422 25 1254 PRE5TRE55243 295 459 591 l24 N.R. 243 352582852115615'-4"( IB4') PRESTRE55E 228 218 450 555 6l7 N.R. 28 329542111012labT- 4'( 208")PRE5TRE55E a. 236 561464 561 N.R. 100 449 649 Bl4 11'-4"( 232")PRESTRE55E 165 201 313 401 490 N.R. 204 165 239 383 550 156 Oil 21'-4' ( 256") PRE57RE55E 145 I86 215 35b 433 512 590 N.R. J17222'_ 142 212336471635bOlqq3. f264')PRE5TRE55E I40 150 265 543 41B 493 560137 205 32245l60I111941N.R.24'-Of2b8') FRE57RESSE I65312 360 441 515 124. I86 290 408 53B 68o B33 REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOTES: ALLIED LINTEL TABLES MATERIALS & INSTALLATION 1. rebar in precast lintel GRbO per A571,4 A615 2. rebar In poured beam GR40 per ASTM A615 3. f' c for precastlintels=4000p5i 4. f'c for field concrete=3000ps1 5. concrete masonry units per ASTM C-qO mortar per ASTM C210 type M or 5 6. calculations by: Richard O. Newman, P.E., Rlddle-Newman Engineering Inc. 7. shore all composite lintels 4' O.G. 8. all composite beams calculated with 1#5 In top of beam q. safe loads based on nominal 8" bearing 4" minimum). iO. all loads shown in pounds per linear foot 1. for lengthesnotlistedusenextlongerlengthforsafe load FIELD REBAR W J '5 GR40 Q P GP I.U. di Q Q F CONCRETE FILL tu Q FIELD REBAR cri ' 5 GR 40 r 7 - 5/ 8" ACTUAL ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH VX8" UNFILLED 8"x8" FILLED 8"x12" FILLED 8"X16" FILLED 8"x20" FILLED 8"X24" FILLED 8"X28" FILLED 8"X32" FILLED A -I2' 10, 654g 6251 10125 12000 12000 12000 12000 12000 A-2 3' 6. 5535 3855 5237 13552 11440 12000 12000 12000 A-3 46" 2081 1914 3367 4616 blab 72611 8601 gg24 A-4 5' 10" 1128 1080 1810 2485 3336 3g13 4637 5350 A-5 7' 6" qO2 1056 1544 2542 32g4 402q 41g0 5522 A-6 q' 4- 156 636 1112 1534 Igg4 2436 2g02 3346 A-1 10' 6" 48q 455 847 H-to 1522 155-1 2217 2556 A-8 11' 4" 502 612 1125 1550 2002 2455 21131 3389 A-cj 1218" 421 48b q00 1224 1604 Igbb 2360 2121 A-10 13' 4" 3g3 41q 714 1053 1381 16-12 2024 2341 A-11 14' 0" 542 373 Clio 938 1233 1510 1808 2091 A- 12 14' 5" 505 554 61& 842 Ilob 1552 1624 157g A-13 I7' 4" 272 255 436 Gil 808 g88 188 380 A-14 Iq' 4' 250 3g5 4% a50 1138 1406 I6g8 Mao A-15 20' O" 225 365 473 754 1052 1300 1570 1551 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH a"xe" UNFILLED 8"x8" FILLED 8"x12" FILLED 8"X16" FILLED 8"x20" FILLED 8"X24" FILLED 8"x2 FILLE8"D 8"X32" FILLED LATERAL LOAD8X8 FILLED A-1 2' 10" 3096 5150 g144 10000 100001 10000 10000 10000 4408, A-2 316" 035 1876 5445 10000 10000 10000 10000 10000 25g2 A-3 4' 6" Iola 1051 4224 5g00 0203 1440 10000 10000 1415 A-4 5110" 575 603 2550 33lq. 4500 5305 6166 764H 717 - A-5 7' 6" 545 370 1421 1g78 2552 3514 3661 460 6El A-6 1' 4" 228 252 - g34 12-16 - 1665 2051 2542 2947 425 A--T 1016" 155 201 756 104-1 1541 1662 2025 234 t, l 329 A-8, 11' 4' 505 535 652 ill 1170 1452 1751' 202 451 A-q 1218" 247 252 615 760 991 1232 1464 6q 35 A-10 13' 4" 255 255 510 705 5q2 IIOq 13G- A-11 14' 0" 225 324 415 652 824 1028 IlgbL-abiC A-12 14' 8"- 191 442 60q lbg 955 1106 1280 62 ', ' A-13 17' 4" 145 253 351 483 605 755 842 974- Ib5 A-14 19' 4` 154 214 308 420 525 651 715 213. A-15 20' 0" 114 203 2qb 405 504 630 be0 7 198 W W I- Q O J W F_ z I F3 a3: 4 9ea Lpi4 Lntg 4 s J W FadQ iaa33 Ea$ p 7Fua5 E s Get$ designed by: N drawn by: dmw design checked by: aww date: 01-22- 01 sheet: A5.1 of: AND A MTT28B @ BOTTOM EPDXIED TO BOND BEAM W/ 5/8" 131A THREADED ROD W/ S" MINIMLIM EMBEDMENT ROOF TRUSS LAYOUT 'B' N.T.S. ROOF TRUSS ANCHORAGE: NOTE 1) USE (1) TYPE "C" (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) TYPE "A" (OR INTERCHMGA13LE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3) USE E14UH26—N (OR INTERCHANGEABLE TIE) FOR ALL JOIST HANGER CONECTIONS (UNO) 4) USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER. (T&B) 5) GABLE TRUSSES REQUIRE (1) TYPE "A" OR 1) TYPE "C" STRAP AT 48" O/C FROM CENTER OF TRUSS. 0-4-1 NAIL VALUES: BASED ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 8.8. — "NAILS AND SPIKES — LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (Ibs.) 8d 103 12' IOd 125 16d 149 NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS 3 J3 J5 17-4-12 PLATE HT. 8-0-0 PLATE HT. I FLOOR TRUSS LAYOUT 'A' & 'B' N.T.S. HELD BACK 1" 16' A — FM POST STRAPPING NOTE: SEE bI AV Ind FLOOR PLAN` A PNEUMATIC EQUALIVALANT MAY BE SUBSTITUTED FOR ANY HAND NAIL DESIGNATIONS a U) co z:) W elf LL0 I-- ::) U) LL' -U OmD 0I H od 0 rv0W 0 J J LL. m Q ess IAH' 3E a s=o we.> F£ W Q VJ fLoirYe@ts s's N g3558Ba M i ENGINEERING rev'e:iens: _ designed by " drawn bY: dmw design checked by: aww r dale: 01-22-01 sheet: 4"120 A6-B Of: Q" W/ ID-Ydd NAILS WALL STUDS 4 HEADER - ROOF FRAMING MEMBER NOTE = IF A BLOCKED DIAPHIRAGM ZONE 15 CALLED FOR ON ROOF I I SEE CONNECTOR CHART PLAN PROVIDE 2x4 BLOCKING ALL PLYWOOD PANEL EDGES 4 SGHEOME FOR TRUSS NAILS • 4. OL, FOR BLOCKED DIAPWR.A601 ZONE STRAPS) Sd NAIL5 AT 6. O.G. OR TOP PLATE Bd NAIL5 AT 4. O.G. OR EQUALIVALENT DOUBLE EQUALIVALENT PNUEMATIC ATIC NAIL AT T/16. OSB OR COX NAIL AT SUPPORTED EDGES pRTED EDGES AND EXTERIOR AND BLOCKING AND 12' OL. _FIELD AREAS FOR OTHER NAILED W/ 10d GALRV FIELD FOR SHADED AREAS OF ROOF OF Pool- INTO FOUNDATION W/ 2'x2°xV8' WASHERS, LOCATED WITHIN 6" OF Y EACH END AND 32" O,c. RSN ROOF SHEATHING NAILING Q' W/ 10-10d NAILS a BOTTOM MAX' ELSEWHERE OF WALL 4 HEADER STUD 2x4 P.T_ BOTTOM PLATE PATERN DETAIL U" STRAP EVERY OTHER STUD TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS FLOOR FRAMING BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE CSHOWN e 24" O/C) FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT Sr." O.C. OR RAT RUN. FASTENMG: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH 8d COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: I) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING IA&* OSB 5HEATHING 22XX 41 U. D. STUDS so 16" O.G. L" BLOCKING 6 48" O/G MAX. IN FIRST THREE FRAMING SPACES 4 96" O.C. THEREFORE FLOOR BRACING AT ENDWALL5 2 Op STRAP TIE WOODTRUSSSTRAPPED AS SHOWN a EVERY 3rd ON TRUSS LAYOUT STUD GOJTEGTNG FLOOR TRUSS TO 2nd FLOOR STUD - 2) 2X- TOP PLATE DBL. 2X8 HEADER STRAP FOR 4'-6" MAX TIE ® 2X- BLOCKING OPENING, DBL. 2X10 TYP. HEADER FOR 5'-9• AT MIDSPAN - MAX. OPENING UN.O. I6. O.G. STUD 2X- BLOCKING SPACING AT MID -SPAN INT. 1) OPENING FOR NT. BRG. FRAME WALL - PLATE ANCHOR 16" O.G. STUD SPACING EVERY OTHER FOR INT. BRIT. FRAME WALL STUD (TYP. TOP 4 BOTTOM) _ 2X4 BOTTOM PLATE 3/ 4" PLYWOOD 2X4 BAND BOARD 16" FLOOR TRUSS 0 24' O.G. TRUSS ANCHORPER TRU55 FLAN CiSTRAP PLATE TO OFLOOR TRUSS Q PLATE ANCHOR EVERY CONC. EXPANSION EVERY OTHER STUD (TYPI SLAB BOLT ANCHORAGE EXPANSION BOLT 24' Or - ANCHORAGE 24" O.G. FRAMING & STRAPPING INTER. BRG. WALL @ DOOReFRAMING 4 STRAPPING INTER. IBWD B ' G. WALL 9 FRAMING 2 STORY WOO TRUSS STROPPED AS swoun TRUSSLAYOUT IF Ir WOOD TRUSS LIMITINGHEIGHTS2-2X4 TOP STRAPPED AS EXTERIOR 02 STUDS PLATE SHOWN ON SIZE STUD MATERIAL 4 O/C SPACING MAX HT. TO.CMRI TRUSS LAYOUT 2' X 4" SPRUCE, FIR 24' O/C 8'-4" nl m 2' X 4" SPI;MICE, FIR 16" O/C 10'-0•_ 2x4 STUDS 2' X 4" SPRUCE, FIR 12" O/C 11'-8' 0 16" OC 2X- BLOCKING 9'- 0" PLATE ANCHOR AT MIDSPAN 2" X 4" SOUTHERN PINE 24' O/C EVERY OTHER 2" X 4" SOUTHERN PINE I6" O/C 11'-0• STUD (TYR STUD - I6" O.C. STUD 2" X 4" SOUTHERN PINE 12" O/C p'-8" 1 BOTTOM) SPACING ORIFOR 2' X ' SPRUCE, FIR 24" O/C b13'-0' V2" X 8" FRAME WALL EXPANSION 2• X 6• SPRUCE, FIR IS' O/C 0" - BOLTS PLATE ANCHOR F 2" X 6" SPRUCE, FIR k• O/C 1'-4-• 4S' O.C. EVERY OTHER O/ C 14'-0' CM WALL TY TOP_ F 2" X 6" SOUTHERN PINE 24' 4 BD TI$ A13KW FRAMING & STRAPPING KNFFWAII nVER CMU BOLTS ! 32' O.0 16" 055 R 1/2" CDX JAIL SPACING a INTER-EDIATE RA1tNG S, NAILING EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL 8X8X16 P.T. 2X6 W/ 1/2' DIAM. "J" TYPJ BOLTS o 48" MAX W/ TRUS S 6' M EMBED. (TYPI BY EARNINGe o 2X4 FILLER P. T. 2X6 W/ V2" DAM. ' J" BOLTS 48' MAX. W/ ( " MIN EMBED. (TYf DETAIL: TYPICAL JAMB FASTENING e OVERHEAD GARAGE DOOR SCALE: N.T.S. N_ TI W r 2m IE5EREQUIREMENTS APPLY WHEN NDOW/ DOOR. MANUFACTURERS FASTENING ETHOD 15 NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AND DOORS I.) NAIL W/ .105 DIA OR HEAVIER POWER NAILS 8" O/C AND 3" MAX. FROM ENDS TYP. W/ 1' MIN. EMBEDMENT INTO BLOCK 2.) ALSO ADD 3/16• DIA SELF TAPPING CONC. ANCHOR5 THRU WINDOW/ DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ I" MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW TO 13UC44 W/ IO SCREWS MAX 8" O/C AND MAX 8" O/ C AND MAX. 8" O/C FROM ENDS. PT 2X BUCKS FOR WNDOWS AND DOORS ALTERNATE) 1.) INSTALL 3A(" DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (0) INCHES MAX FROM ENDS AND 24' ON CENTER MAX. W/ 1" MIN. EMBED, INTO BLOCK FASTEN WINDOW/ DOOR TO PT BUCKS WITH '10 SCREW$ 8. O/C MAX AND MAX 8' FRO ENDS W/ 1• MIN. EMBED. INTO BUCK TYPICAL BLOCK OPENING; DETAIL IB FRAMING &STRAPPING INTERIOR BEARING. WALL FOR PT BUCK FASTENING AND 35 PSF RATMG) - 1 NAIL INTO 2 NAILS INTO TOPPLATE , JOPPLATE PRE ENGINEERED r WOOD FLOOR TRUSS - _____ Fr s 24. O.C. (' DOUBLE TOP PLATE 2X- BLOCKING AT MIDSPAI - 16" O.G. STUD 2X P.T. BOTTOM PLATE - EXPANSION BOLT ANCHORAGE s 32' O.C. GENP RAL NOTE& GENERAL: I- LIVE LOAD& ROOF: 20paf FLOOR 401>af STAIR: 40paf 2. WIND SPEED 110mph 3- guata - 3. ALL WORK TO BE IN ACCORDANCE WITH THE FB.C. 2001 CHAPTER IS- 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA: ALL CONCRETE TYPE I PORTLAND CEMENT_ (A5TM C 150) COMPRESSIVE STRENGTH a 28 DAYS SHALL BE 2500p alFOR SLABS AND FOOTINGS AND 3000 pal ELSEWHERE (U.OW. MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS: SPECIFIED NON -AR AIR COMPRESSIVE ENTRAINED ENTRAINED STRENGTH( pal) CONCRETE CONCRETE 2500 of 054 3000 055 0.46 SLUMP - SLAB ON GRADE 5" OTHER 5' WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF A5TM C 33. 4, FIBERMESH FOR SLAB TO BE AT A RATIO OF .15 LBS./YARD. FOUNDATIONS L FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 par. 2. IF FOOTING ELEVATION OCCURS IN D15TURBEDUN5TABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF ( U VERTICAL TO (2) HORIZONTAL. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUGTURE- 1.. 1 A / -w 1-- I. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 5301 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pal CONCRETE. (a- TO TO" SLUMP) 3. PROVIDE 25" LAP FOR STEEL o ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOAD5 SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. 5. CONCRETE BLOCKS SHALL GONFOR11 TO ASTM C-130 (28 DAY STRENGTH 2O00 paU (Mm"1500 paU, LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UND. WOOD : 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRU55E5 SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CON5TRUCTION 2. THE WOOD TRU66ES SHALL BE 51ZED 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 5UBMITTEO 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 OF ROOF TRU55ES ARE BRACED DURING UPLIFT CONDITION. 4, FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES: SOUTHERN PINE SURFACES DRY USED AT IS% MAX. M. C. GRADE 1402 OR SPRUCE PINE FIR SOUTH GRADE NO2 S. PROVIDE GALVANIZED METAL HAILERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANIffACTUPER FOR EACH USE INCLUDING RECOMMENDED NAILS, (HUGHES GCI, NECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF 1/2' DIAMETER AND 6" N LENGTH ( ASTM A-301) WITH MIN. 1 1R' DIAM. WASHER UNO. - 1. PROVIDE FRAMING MEMBERS OF SIZES AND O= SPACINGS 514OUK OR IF NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NAILING AS SHOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEQULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. S. ROOF SHEATHING; IA6" OSB OR 1/2" CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFIGATION OF FIELD, CONDITIONS 1. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS. 6UG44 CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS. r: 2. FOR ANCHOR BOLTS USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) 3.. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH 8d NAILS AT 4" ON CENTER PRE ENGINEERED WOOD FLOOR TRU55 e 24" O.C_ MAX v] TOENAIL FLOOR /RUNS TO TOP PLATE W/ Jr. FlaW NAILS, (2) ON ONE SIDE, (U ON THE OTHER DETAIL: INTERIOR BEARING WALL W/ NO UPLIFT ENGIN ER G' PA B4l .skeka / r R R)ka lrp . ON PE/ t 9 L aa He T9i o eL a s FO,2a a° 43$ Irevisions. aw: am.."ey designed bY- N drawn Uy. d-design checked bY- aww date: Ot-22-01 sheet S1 Ot pA ooe V® cow N o5B SFIEATHRJCa FLOOR FLAN a a m PEW.T. 0 24. O.C. my LL 2x4O/CCg4TN0005 2-2X4W. • TOP PLATE T/16° OSB 0 -c 2'-0` CH - OO EA. SIDE (TYP.) OR xL/ • CO t---'I TOP PLATE l/16. 05B E OR V1" CDX SADDLE PROVIDE 2X4 STUDS / OR 1 2" C m CRICKET - 2.4 BLOCKING a 16" O/C / OR 1/2" GD Q CONT. 2X4 NAIL EA SIDE (TYP) PROVIDE CRICKETTOEAC44TRUSSQ2.4 BLOCKNG 2X4 DI MEMBER W14 GABLE - BRACE // 2X4 STUD 10d NAILS E 16" O/C 2X4 P.T. BOT. PLAT COW. 2X4 NAIL II J-BOLTS O N TO EACH TRUSS AS SHOILN MEMBER Q EA. SIDE (TYP) ROOF TRUSS- PE.W.T, ® 24" O.G. 5TRAP E STUD W/-B- O v vCNI _ HURRICANE -Y- -p BI Ot PLATEPToTOP WALL J( \_ ' o . V u O a CMU WALL TA6" SOLID CM WALL ROOF iRU65 05B OR 1/1• COX FRAMING SECTION THRU CHIMNEYCHINTERIORCHIMNEYCfi Q WALL SECTION FQ FRONT ELEVATION SIDE I D INTERIOR CHIMNEY DETAILS CHIMNEY DETAIL ECD EXTERIOR CHIMNEY DETAILS ELEVATION J CONNECTION 9 1/2' 2x STUDS c16. O.C. W NOTE: i yr SPACING CLEAR of 3/d" FLOOR SNEATNING ALL FINISH MATERIALS. T 3-i OF TWO RISERS W W AND CNE TREAD, EXCLUSIVE 0 OF THE PROJECTION OF Z Q NOSING, SHALL BE NO LESS W 2XI2 TREAD E THAN 24° NOR EXCEED 25, I I/ u NOTE: 5EE FLOOR q z HARDWOOD + PLAN FOR _ CC HANDRAI • I/8" 70 1/2" GAP TYP. Z TREAD DEPTH I" Wp16" WOOD FLR. 3/4• F SHE NG '^ 1- w/ TRLI55E5 0 MAX. - = V) N METAL BRACKETS ? 0 = 2XI2 2'0" OC 2-2xU 1 U IL. BLATOF s 36" oc. 2x12 STAIR STRINGER W _ PLATE 2g BR-Aclwl I" N051W3 MAX. w = IX6 9 Irz" 1 2>d2 ~ BRACKET.DETAIL' W . J W I 2x LEDGER IX& RISER BACKING X 0 d) QST/IR TREAD „ I z o 2x4 WALL w Z 2XI2 STRINGER FASTENED I FIREBLOCKING a : 0 1/2' DRYWALL a BOTTOM 4 WEDGED 4 N TOENAILED INTO 2-2XIB 2X STUD WA L Dd2 FIR SKIRT BOARD y' W 51 - RAKED WALL 2x12 STAIR TOP 2x STUDS e16. O.C. UP AT STAIRS 2X12 T/iD , STRINGER Q s $ s ws weesx a .. VX STUD WALL ' 1W TYPICAL S IN L E 1 // I ACMG WITH I / L../ T / I L - IX MO- 711 ALL. 2X4 STRINGER - RUN S T /mot I I \ Lo a DRYWALL AND SKIRT LEDGER P.T. 2X4 NAILER ' 1 I L 2 BOARD INSTALLATION P.T. BOTTOM PLATE P.T. 2x4 NAILER IV) 3'-3• 2x4 NAILER--------------------'-------------------------------------------------------- TO WALL DETAIL. STAIR TREAID 0 WALL0101, TO AN0 LANDINC3 DETAIL w UPLIFT FROM TRUSS OF MTSI6 STRAPS MIN 10d NAILS TO PEIV. MM. OF 3/I6' TAPCONS TO CMl THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING REBAR "5EE EPDXY FICATIONS " CONCRESIVEPROPERTIESANDSPECIFICATIONS J %/` ccG aB €1 iY-YMANUFACTUMRSKITFON) EACH STRAP) EACH STRAP) LIQUID LPL OR EQUIVALENT INTO BOND BEAM 5 cANDINTOTHEFOOTINGFORALLFILLEDCELLS BUT NOT FILLED IN THE FIELD ENGINEERING 5 € s0-131 1- 4 SHOWN ON PLANS PROVIDE 6" MIN. EMBED. AND 3/4"v HOLE INTO . l.i.rnv_ OT) ]]4-9003 iAx: (10]) ])I-86]] y132-1460 2 1 4 IF AN "A' STRAP IS MISPLACED THE OVItI •••-•.••-••••••- rrr---TOP OF BOND BEAM 24' QC 4 OR OR I - D.O. 60X 1616r3 /a Mrvn.cx wcs. <• n+ • µ00N a]eY9 OR FORGOTTEN AFTER OF THE LINTEL BEAM y1 5 AT 48" k! I24' E F'L FOR 057 SIZE POURINGTOP OF CMU WALL THEN A PRE-ENGINEERED O.G. ATIMPSON MT516 CAN BE SUBSTITUTED WOOD TRUSS FOR EACH M155ED 'A" STRAP (TYP. UON.) PLEASE SECURE EACH MT516 STRAP PROVIDE 20 Ga. GALV. L PROVIDE "U 5 At 48° revisions: FLASHNG FOR Tid155 BOND BEAM W/ O.G. VERT. AND (2) 5 FOLLOWING THE ATTAGFED TABLE AND [U 5 CONY. (U 5 CONi. (2) SIMF'$ON T522 (2430Lb. max UPLIFT) or TO SIT ON BELOW EA POSTACCORDINGTOTHEUPLIFTSHOWNFROMPROVIDE45• LOCATION FILL ALL 9 GIRDER (2) HUGNES RT22112 (2930Lb. max UPLIFT) or THE TRUSS MANUFACTURER INSTALL ALL TAPCONS WITH 1-1/2" MN. EMBED. SPLICES CTYPJ CELLS WITH 2500 P51 _ PROVIDE OPEN 2) SEMCO ADS-2 (3d12Lb.-max UPLIFT). CONIC. REALTERNATEHEADJT. AT 48" O.G. HOOKS IN FND. FOR WEEPSFILLEDBEAMW/ (U 5 CONT. CMU WAL CELL 8' GMU WALL -- SLOPING - BRACE EXTERIOR SIDE 0 GRADE AWAY 2x4 P05T SEELINTELDOUBLETOPPLANFORQUANTITY desaJned ey: roI/ 5 VERTICAL OF WALL DURING B" CMU = FRGfT HOUSE PLATE drawn by: dmW designCOMPACTIONOFTHIS SMPSON MTSIG AREA 5 c 48" OG. y" MIN. I I flecked by , EMBEDYW r data: Ot-22-01 ATTACH TAPCONS Epoxy GROUT 5 RE R AND A r EVERY OTHER HOLE INTO FOOTING TOP OF FOOTER BEAM III/ 6• MIN EMBED- sheet NOTE: TAP( SHOULD BE INSTALLED CONY. AS :. 2'-0• " 3• GLR COV. SHOILN .( ( ALL REBAR (TYP.) IN STRICTSTRICT ACCORDANCE WITH THE MANIFACTUF R'S RECOMMENDATIONS NOTE. Epoxy GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE WTH THE MANUFACTURER'S RETAINING WALL AT PATIO R WP SZRECOhY'IENDATION3 NOTE: BRACE SIDE OF WALL ca DETAIL for C2X s SUBSTITUTION oo' aDEQUATELY DLIPoNG macnoN ror (irf g GIRDER CONNEGTIOIJ MISSED "A" STRAP DETAIL M S MISSED FILLED CELL DETAIL FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR T DAYS AFTER 3/ N . i•-D• OfMFCPATIOSLABISPOURED HANDRAIL TO HAVE A CIRCULAR CROSS SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE GROSS S SECTION WITH EQUIVALENT O GRA5PABILITY PERFORMANCE REFER TO FLOOR PLAN FOR STAIR Q SECTION SPECIFIC TO THIS MODEL IU SUM OF (2) RISERS PLUS (1) TREAD MUST 2X12 STRINGERS AT SIDES d CENTER EQUAL 24" TO 25" OF STAIRS W/ 2X4 5PAGER AT 51DEWALL5. ATTACH SPACER TO EACH STUD WITH (2)I0d NAILS. Z 3/4" SUB -FLOOR d- tU m dJ FLOOR TRU55 Sl 2X8 STAIR LEDGER CONNECTED ii IX RISER TO FLOOR TRUSS WITH IOd NAILS O.G. 2XI2 TR A 06" ATTACH EACH 2XI2 STRINGER TO dJ Ill tf1 LEDGER WITH (2)16d NAILS THRU LEDGER INTO STRINGER AND (2)IOd NAILS TOE -NAILED ON EACH SIDE t (4 ATTACH RISER TO EACH 0 5TRIN ER W/(3)Sd NAILS4ATTACHTREADTOEACHSTRINGERW/ (3)I0d NAILS TOTAL STAIR RUN MITREAD =q" EXGLU51 E OFN051N6 TFICAL 5TAI CON5TRUCTION C)ETAIL RN. T.S. J_ Q Q Z U o Q U U z 0 3oE x•' s31 eq 3 g e ssn53 CDASS s:= to 3 N e z E: 2Y gE-, W BEIII C) IS o I". Is SS Inn E- a revisions: 9 aMc ,.. m0y oe- oos3 oe-ao+o designed by- N d.— by-. d— design checked h'!- awkv dam: 0f-u-0i sheet: S2. 1 of: