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HomeMy WebLinkAbout112 Willowbay Ridge St 04-2331 NEW SFHd4T D AS ;d!q k1.01f CONTRACTOR ADDRESS Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR w : ul IS S MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISI MOS M*A rat PERMIT # 0 V ; _ 3 I DATE JG/ PERMIT DESCRIPTION PERMIT VALUATION f UcI SQUARE FOOTAGE City of Sanford Certificate of Occupancy This is to certify that the building located at 112 Willowbay Ridge St. for which permit number 04-2331 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz 01 /27/05 Engineering: D. Richards 01/26/05 Public Works: I Crumpton 01/26/05 Utilities: R. Blake 01/26/05 Fire Department: Zoning: Centex Homes Property Owner C Yv-... 'f 01/28/05 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 01/25/05 0404_ 112 Willowbay Ridge St. Centex Trev 407-468-9155 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. ngineeri°- Public Works OUtilities O Fire Zoning OLicensing CONDITIONS: (TO BE CON PLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 01/25/05 04-2331 112 Willowbay Ridge St. Centex Trey 407-468-9155 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. OEngineering ublicorks ,.t0 , Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIO NEW SINGLE FAMILY RESIDENCE *** WI I I I 1 I P 1 I 1 I I I DATE: 01/25/05 ' a 1 1 1 1 1 PERMIT #: 04-2331 1 I N 'Eo ADDRESS: 112 Willowbay Ridge St. ° E' u H C C W O 1 coI CONTRACTOR: Centex %M d o c n Z c PHONE #: Trey 407-468-9155 " M. o tCrwuo 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 Fire Public Works OZoning ilitie OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . 248725 Parcel Number . . . . . : 22.19.30.502-0000-1520 Alternate location ID . : Location address . . . . : 112 Primary related party . : Type options, press Enter. 5=View detail Opt Description PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES WILLOWBAY RIDGE ST 1/26/05 14:43:59 Free -form information PRESERVE AT LAKE MONROE LOT 152************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2331 PD 6-24-04 SEE REC #6968 3/4"WA METER SET FEE $190.00 PD 6-24-04 REC#6968 F2 Addreas F3=Fxit FSTS)Pecial Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200: ELEVATION CERTIFICATE Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: I BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 114 WILLOWBAY RIDGE STREET CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 151, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): NNo - NN' - NN.#If' or N#.NNNNn NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NAP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE 68. FLOOD ZONE(S) Lone AO, use depth of fbodIM) 12117CO035 E 4117195 4117195 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 139. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, 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 NGVIY29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 15. 1 ft.(m) d o b) Top of next higher floor 24.9 fL(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA.. fL(m) 0 o d) Attached garage (top of slab) 14. 8 fL(m) o E o e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) 14.4 ft.(m) E co o f) Lowest adjacent (finished) grade (LAG) 13.8 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 14. 1 fL(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 0 7 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: JAMES J. JILES LICENSE NUMBER: 4997 TITLE PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS . CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 127105 (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. Porq Number 114 WILLOWBAY RIDGE STREET CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, 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 LOMIR-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 lop of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A B, C, and E ale correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the oommuniq/s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or IocJ law to cenify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF DESCRIPTION: (AS LOT 151, PRESERVE: AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THI NOTE: THE FINISHED FLOOR ELEVATION OF THIS 'FEN( STRUCTURE MEETS OR EXCEEDS THE 0i THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-. 6` 11\* 1 " m 30' GRAPHIC SCALE 0 15 30 FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-27-05, 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. i 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 PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. SHOWN HEREON ARL UASLU ON THE NORTHWESTERLY LINE OF LOT 151 FIELD DATE:) 8-3-04 SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM39763 DRAWN BY: REVISED: r'PORM80ARD 9-16-04 CKB PLOT PLAN 4/30/0 4 SDO JRVEY URNISHED) LAKE MONROE PUBLIC RECORDS OF SEMINOLE 'COUNT', FLORIDA LOT 144 II 5. s LOT 145 s1 s• O 6• FENCE IS i fq 0.3' OFF 1I MfN iI i l1wII N I , Q 1 I w I I ti I I 1 , LOT 151 ., 0 1 8.416 SOFT. t 11U1 ; Q I I (PZ_ ., 1 Q 1 I 1 1 I I I I 40`0• OOL SCREENED)'.: CP n 5.0' i 5.0• 40.0'- PPW i C'1 TWO STORY : - CONCRETE LOT 152 0 & WOOD FRAME LOT 150 GOMRESIDENCEo FINISH FLOOR* n ELEVATION-15.13' U Lo Ln z o -a M ! e a 5.0' ; (7 1s 14.3' vx n,„ ...... 5.0 O 1?.; ::[ ENTRY°'•. 115.3ri , i I1 20.7' 5.0• e' S I CONCRE'YE'; I DRIVEWAY i::' I a•.r • y''•' 3• C/W y .. ., ...,, 1 i t•"- 10 UTILITY 1 `ry0 EASEMENT 1 0.3' IS •. —_ _— IF .'i':>' .':t:4'::$/yy.i •". x.'..' 0.3' OFF N54'23'11 "W ;3 50.00' s ojl bN,n PC 0 I S6 n t29.65' A PT S54'23'l I'E 181.64' CENTERLINE RICH T-OF- WA WILLOWBAY RIDGE STREET 50' RIGHT-OF-WAY LEGEND SET 1 /2- IRON ROD AND CAPOLD /6393 (01/27/05) BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE LB 168 (01/27/05) RIGHT OF WAY LINE FND 1/2- IRON ROD AND CAP I 4 0131EXISTINGELEVATION LB @6393 (01/27/05) CONCRETE CNA CORNER NOT ACCESSIBLE 6 DENOTES DELIQ ANGLE LB CENSED BUSINESS L DENOTES ARC LENGTH LS CENSED SURVEYOR C.B. DENOTES CHORD 13EARINC PRM RMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP RMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) R PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) EASURED PT DENOTES POINT OF TANGENCY FND UND TYP •TYPICAL C/W NCRETE WALK A/C AIR CONDITIONER S/w DEWALK CBW CONCRETE BLOCK WALL CP CRETE PAD RP RADIUS POINT CS NCRETE SLAB PP._ POOL PAD CPK 10RD LENGTH le IDENTIFICATION RKER KALON POL POINT ON LINE R DIUS OPCC POINT OF COMPOU140 CURVEPOCTITOFCURVE 1 HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTECONTAINEDHEREONMEETSTHEAPPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 412.027. FLORIDA I RICAN SURVEY[ G & MAPPING ICATION OF AUTHORIZ TION NUMBER L8®6393 FFO1030N. ORLANDO A NUE. SUITE B WINTER PARK, LORIDA F61M 32789 (407) 6-7979 JAMES JAY JILES PSM #4997 DATE C:\ASL139\ASM397G3.Jwy, 1/27/2005 12:14:54 PM 1 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E N ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION Forinsurance Company use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 112 WILLOWBAY RIDGE STREET CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 152, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63 STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of ko rM) 12117CO035 E 4/17195 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 ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram spedfied 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 NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 15. 2 ft.(m) d o b) Top of next higher floor 24.5 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) WA . ft (m) o 0 o d) Attached garage (top of slab) 14. 7 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) 14.6 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 13.3 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 14. 4 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE 'A " i DATE TELEPHONE 1/18 05 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Indudirg Apt, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 112 WILLOWBAY RIDGE STREET CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32T71 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 WHOUT 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 forwhich 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.(am) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(an) above or below (check one) the highest adaoent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A B, C, and E are oared to the best of my kr Wedge. 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 wb.o is authorized by iaw or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or locel law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community officiai completed Section E for a building located in Zone A (without a FEMA-issued or communityassued BFE) or Zone AO. G3. The folloWnc information (Items WA) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial 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 TITIF COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS. Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions D PLAT . OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 152, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY, CTX MORTGAGE COMPANY, LLC NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE J,1J-24 EXISTING ELEVATION CONCRETE LO LICENSED BUSINESS LS LICENSED SURVEYOR ' PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT' M) MEASURED ' FND FOUND C/W CONCRETE WALK S/W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE 0 FND 1/2-IRON ROD AND CAP1.9 6393 (01/17/05) QFND NAIL AND DISCLB168 (01/17/05) CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.O. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYp IYPICAI. A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT 01'IU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINEPCCPOINTOFCOMPOUND CURVE POS POINT ON BOUNDARY LOT 143 FENCE IS 0.4' OFF ' Ld LOT - 153 , .. s S 5'9 LOT 144 R I . rf t,Nl mil II1I11IIIII 111 II111 I1III I111 11II 1I1I SC? TS2 III 1II I11 I I eI I 1 1Z1 W tI I 1 1 I IFFI 1 I z W II z ' 1 I Wlu I z in II n 6.6' 0'I m .. : . 5.0' 40.0' . o a TWO STORY CONCRETE BLOCK' a o • WOOD FRAME RESIDENCE c3dFINISHFLOORa; ELEVATION-15. 1 9' '^ COVERED ENTRY 5.01 I ,:'pRIVEWAY' I I 6' WOOD FENCE FENCE IS 0.4' OFF 2 OT 00 M 00 U) '- V) W 1' 30' GRAPHIC SCALE 0 15 30 LOT 151 e I ,:10 UTILITY EASEMENT w- NOTE: _ I r.:.16'0, 1. ALL DIRECTIONS AND DISTANCES HAVE WALK IS ,'4. ti'{'. '• WALK IS BEEN FIELD VERIFIED AND ANY 0.2 OFF N54'23'11 "W i 0.2' OFF INCONSISTENCIES HAVE BEEN NOTED ON THE 3 SURVEY, IF ANY. 50.00' aio idlQ 2. PROPERTY CORNERS SHOWN HEREON WERE ^ SET/FOUND ON 01-17-05 UNLESS OTHERWISE /^PGA _ _ 101.9e'— ' 9.s PT SHOWN. `' `CENTERLINE OFJ' 554.23'11"E 181.64' RIGHT-OF-WAY 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 PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ' ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 152 BEING S35.36'49"W PER PLAT. FIELD DATE:) 07-26-04 1 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ FINAL 01-17-05/CC ELEV. CHANGE 9-21-04 SOO. AMERICAN • SURVEYING & MAPPING ASM39764 FORMBOARD 08-13-04 VH CERTIFICATION OF AUTHORIZATION NUMBER LB#6393JOBN0. 1030 N. ORLANDO AVENUE, SUITE 8PLOTPLANa/t2/Oa SDO WINTER- PARK, FLORIDADRAWNBY: LOT FIT Ot-03-03 CKB 32789 (407) 426-7979 • WILLOWBAY RIDGE STREET 50' RIGHT-OF-WAY I HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON,MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS", SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA, ADMINISTRATIVE CODE PURSUANT TO CHATTER 472.0.27, FLORIDA STATUTES. F R0 THE FIRM MES JAY ALES PSM #4997 DATE CAA SM39\ASM39764.dwg. 1/18/2005 3:59:32 PM I X 9 IBM FTII INITY f*) 1::* (:, 1::, JYJ I, J.'I ("I 1 1::, 1, C, U. I I I::* YN Y.*j v ('11-y'v (11:7 5:,'T* A T P . lyl 1:7 WT IQ1 IMT.*41-I;l I fl/1•-"lF'.i Cl r\n r 1 7/D (, T-1 I I T I T) T 1\1 R . PF R ITI T T KI I I ly1w., ri! I I IQ T T A T) u T R A P'F, T C% 7f )IQF:* I' C* T 1, 1* C, I Ar r, rn en u 4r S T) T) P 1*-'* Cz I ANT) I I 1% I,-- fl. AT F- r; f1R, y 001 •R -i 1-1 m I (.-a P-,-) (11 i 'I v TYV' Ir' I R 'i rI va n + 'i W C) R K DFSCF-Z T P'T,rnt%t-. AT F:* I iN,i:*r i:wn*-- R, 'T'Yl--'I*-** TFITAI T) DT ST S C, H E Y) 1. 11 F Y)r-**!:Nr% I.J1,-IT T CIF ROADS' ARTER10- 1 S CO --- W I D E 0 (JW1 Ltl')i-L $ *705.00 1 $ 7 0 0 ROADS COLLE- A' TORS NORTH 0 (JW1 UI)i-C $ 142.00 1 $ 14,21..0 L. TDRAFIly C%,()---W'.I:DE: 0 C1WJ. Unit $ Cli 4 0 1 C W I D E- 3(-,I--1(301.-S ',0 dw]. unit $1.,-..,)(34.00 13 T A T F'. 111::* N T SIGNATURE REJ"EIVED r..iY-. IIAM1647, 1::, l 1:7165:,P, I*-*,R*I*IQ,T, ev y/` NVITF TO RI*--('I*--T%1*I'KIf', f, 6.. IQ T 1'-*'A*lJI I T(I IQCVT-ri.-v r*il,ll,ll::'I, AIQY) I . .11 y F:, 6ymr-:*I%I*T MAY RP*511111 T 'I'M YF11 11:I A P I TTY vrw'ri,-Ir )kwv* YYI*5.' TP*I*r-4IIT,rnw- j.-.('(-IlllJTY 7;C1, Ty 4 f*%(* Il IKITY Apr TW^ Y* "Y' 1,-1 *1* C, 6 C, -)TP*Mr-:`W*T* rir:* A I -- e P- T)l 11:r (.A!,JD P&YAr4l.l P-PT(IP Tr) 6 T) % VI'C% r)P TI,-(^TiNIQY1:;,*I*r:'[-[Tc, nP TI-117 T fl A P P, P- I T14P- (,^I ('1 11 A T 'r rimc, (11:.- T w I-- IZ, (I A TN I TY.*)t:-Al:-V (!!VC-'*Y*C.-ly1 A 1% 1 YN I:;, F*T) l If"Al . '11- r) W,.) 1. C -f,tIc: -inni Tmr-,4sr%T VPP* CZZ IYll T PF P y P I;, , *1* C, V T1 T-4 yP 1411*--nl Ir(11T [d THT N 15 (-%^1. C:. C-- C, 1::,T k)'I* NI f*4 IQ t-N TI I P P, Y)e),Tl:- IT wnT I ^Tr:*r'.- TW4Nm r, c- P T I- v i* r, 4, T r nr ri.r%r,i IP^. Klf*,y nP;, f*jf' r.1 IPAW('Y TI-IP 1;11:7f.11 IPOT 1:71-liz, I'll I(ZT 1111:7PT 4*1-11::* C,I:-*nl ric. -Y.I..11::- nr-,irir-* KjT r%riT)r-*,. rrir:,T.;,:,'c%, rlr-* T W. P r,., I II r cz r. n Pr;., IQ T KI 17; e.s PP V^ I c,% MOY PP 1:-.T(-WI:7T) I.1P,, (.1P rl:*nl ... I PQ*T l7n— l=*P(')Iv1 TIAI 1 -1. AW r:* 6 F-11 T F:* I' r',, C. T OT17, PPP C%1 4) KI r n r;, Y) vi ni:*.,I*YN^ -.1 "N -2 -7 -1 (,Iio-.7) IAYITII:.-IQT T741-• mesym*-*' Tn- 11,TY (117 T'41 I'I'l T)*1'1%1(',' Y)P'I::'AP*Y'IyIP'IQ*T' ii YN ricr r, v f- u cr (- 4:*.. 1,1 %..11— ;A V% 11 YN 1-:. 0 1 1"' v:- c,,r^ TV*IvIVI-J*Y KI I I I'd Vt r:, P ^WTI, ry -Y y P1 1 -1-1 T) I- W r. P r:'r.- lyl T IJI INIT PA. n r TWI::* 'Y*(*)I::- IQ(TY** I*(*%j::, W*.*Y' I..I*I,(:, C%-f*^TV-rIrKj-T ?-p, yesi -m nwi y -rm rntQ.,TiIIQr"TTn.iQ iorr"ri--i 1'C,qIIAKIf'r:* nr e..*** 3MR 5 A 1. 0 CITY OF SANFORD PERMIT APPLICATION Permit # : lJ Job Address: Description of Work: C Historic District: Date: WILLOWBAY RIDGE STREET TRUCT CONCRETE BLOCK SING FAMILY DWELLING Zoning: Value of Work: U 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 Calc. 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: 2 Construction Type: # of Stories: ocin— # of Dwelling Units: / Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Contractor Name & Address: Phone & Fax: 407-661-2176/661-4089 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: HURRICA Address: P _ 0 __B_(]x_ 16161 I I J I S t AJ is isevumtor: i W CO49689 tact Person: JACKIE CAINES Phone: 407-467-2643 Phone: "4- 774-9003 Fax: 40-774-8477 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 ill noti the owner of the property of the requirements of Florida ten Law, FS 7 13. APR' 13 2004 Signature of Owner/Agent Date Signature of onrmctor Agent Date PA NVIGHT Print Owner/Agent's Name Pri t ontracto /Agent's Name APR 13 2004 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: BldgI —6 -3 0J Zoning: Initial & Date) Special Conditions: Contractor/Agent is XX Personally Known to Me or Produced ID Utilities: FD: Initial & Date) (Initial & Date) (initial & Date) Comm# DD0299442 Expires 3/29/2008 t 4+F r` Bonded thru (800)4324254 i.....:............! Notary Assn.. Inc IIN1111111IN11111ItIII I111111uuM0111It1Anu11Ini This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMN[ENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SE14INDLE COUNTY BK 05269 FIG 1724 CLERK' S # 2004058423 RECORDED 04/19/2004 12A046 Fla RECORDING FEES 6.09 RECORDED BY S O'Kelley THE UNDERSIGNED 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 2 ,PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 f1E0 SPY ALTAMONTESPRINGS, FL 32714 C E Interest in Property: FEE SIMPLE INTEREST VIARV ASNE UMW I Name of Fee Simple Titleholder: N/A CLERK E CIRC Rla SE 4. Contractor: \ CENTEX HOMES ' TM caK 385 Douglas Avenue, Suite 2000 JJJ Altamonte Springs, Florida 32714 Phone: ( 407) 661-2150 Fax: (407) 661-4089 APR L.1.9 2W4 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 may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: ( 407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided iri 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. Wgo OFFICE MANAGER FOR CENTEX HOMES, 283 DOUGLAS AVENUE SUITE 2000. ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME. THIS APR 13 2004 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION ohh 2728 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. N• OTARY:' ;PUBLIC. i• No." .......... JACKIE CAINES CommA DD02629M ExPIM jl2irnw Bonded thni (800)432.4254: a•° c Florida Nota Assn.. Inc a..............................:........... j C Al G7 1 City of Sanford Building Division Submittal Requirements for Residential Building Permit L Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include:. a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls."The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be.used in the structure, bearing and non -bearing interior and exterioi walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used_ f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: I. Garages/Carports sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. j. Total Gross Area _ 2 sq. ft. 3_ Three (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or -soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. i. 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. C. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property -owner- If electrical, mechanical, or plumbing•permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penaltx under city ordinances. Date APR 13 2004 Owner/Agent Signature Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL at7 Back G f1 MkC.:.+. Seminole County l I 77t1. 32^'1itl .l I'd GENERAL 2004 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000-1520 30-502- Tax District: WATERFRONT 000-1 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $26,0 Address: 385 DOUGLAS AVE STE 2000 0 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property Address: 112 WILLOWBAY RIDGE ST SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 152 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 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 properly tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seniiiiole_county_title?PARCEL=22193050200001... 4/ 12/2004 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.contexhomes.com SEMINOLE COUNTY BUILDING DEPARTMENT Effective immediately, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for any lots owned by Centex Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license for the subdivision and lot specified. below: Subdivision: PRESERVE AT LAKE MONROE Lot: Z. Patrick J. ght CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this MAR ® 8 2004 by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada Corporation, managing general partner of Centex Homes, a'Nevada general partnership for and - on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an oath. 4 Notary Public -State of Florida at Large Commission No.: ` Y p M Commission Expires: KIMBERLYA. BROWNyp =* MY COMMISSION # DD 00, EXPIRES: March 2P rot 8 Wed Thu Notary Putrtir .L CHNTIMHOMES CITY OF SANFORD PERMIT APPLICATION Permit # : o N 2 33 I Job Address: //s Description of Work: Historic District: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential _-L Commercial Replacement New Change of Service Temporary Pole Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines 3 Plumbing Repair - Residential or 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: P A+0@ [nnCSgS Phone: 1ba_jr_dj.5 St A,,,cp 14_ /r 32712ContractorName&Address:_ i'« f LQ £3f StateLicense Number. C_FG lV 2t!p 1 _ O Phone & Fax: i( 8'b' S 9g2ontact Person: erly Phone: 1e."07 YY3-339 y Bonding Company - Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: 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 commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, 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 ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, and there may be additional permits required from other governmental entities such,"ater management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Florida Lien Laif/, FS,013. Si of Contractor/A ent Date rin Contractor/Agent's Name Sign ' of Notary -State of Florida Date Ay ' U, FLORENCE A. DE GRAVE MY COMMISSION t DD 16426i, Contractor/ A PfAeffP kdMW Produce Ft Ft° Banded Thru Budget Notary Servker FD: Initial & Date) (Initial & Date) (Initial & Date) Utilities: CITY OF SANFORD PERMIT APPLICATION Permit # : 0H I Date: Job Address: \ \ Q it l 1.) u, Tit nP +cP p+ Lot #: Description of work: New Single Family Residence Historic District: Zoning: Value of Work: S Permit Type: Building Electrical X 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 Wate Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commerct I Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than \) Parcel # Attach Proof of Ownership & Legal Description) Owners Name & Address: CentexHomes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue Orlando, Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID ents , FS 711 ure of ractor/Agent harles W. Cannon Contractor/Agent's Name ature of Notary -State of Florida PATRICIA A. KADLAC a , MY COMMISSION N DD 013206 ItOritoa EXPIRES: March 2a, ZOOS 1- e0D.S NorARY FL Notary servioa & Bond% trr_ Date - a Contractor/ Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: 'FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: A* Mdrels: veseriptser, of O'dvrl5; Hi t rris' lstrict; CM. OF Shie 931 L1 F'i 33 d3 i s i.1+7 S1i 3 1—Wt V.. "IVarua: /'vv lyerrnl:`.Typv;. Pitt*,bing FirPrSp;inkler/Alain P' 1 Llscirienl: Nevv Service — # of AMPS Addition/A31srEden Change cs'serviee Tetrs;tr>tit`rr pelf Meebsnieakt Residential ` Non -Residential las slatsmai> rt1 Ygeav (Uu s L syotrd c` SrAe b7/ C ;1 F er;,trired) Pillt7lbitltJ Mew• Commercial: # of Fixtures # os yaw & der Limes a da Gw Liines. Flu mblrlg/Ne'wy•Res1dedt1al: # of Wpt:t Ciosets !F'iambia Repasir— Residential or conoracial_ Oesupanty Type: Residential :, Cort=jercial Industri9l TOW 8ga2ft I oaiage: Cotlstrutdolu Tycle: # Of stories: V of Dwelling Wilts: Plater z94e: (F)EMA Poem r"Eared rot- otiu:r• tiirra 3 Parcel N: r! ( Atizeb Proof of Ovrnership & LegO Description) Owners Flame & Address: V Phone: Con(ractor Name & Address:- Ot,/rt 13 R >'7*R r fi plate Lieen s"ej`Numberao RUB Phone& Fax: 1., Mb i ilc>S(t%'i 16i'./ia!`/ P. . '. wi't ,.!t SGC:.r Bonding Company: Address - Mortgage Lender: Address: Arch itec.UEngineer: Phone: Address:'.. - Far.: - - Application is hereby made to obtain a perrrut to do the work and installations as indicated. 1 certify that no work or installation has convmcrir.ed prior to thr. issuance of a permit and that all work will ba perfomr..d to tnce, standards of all laws regelating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORY., PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANK, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and got al) worst sill be done-' cornplianc'e with ail applicat^le) w. i c.Y:Jaringcombttetionandzoning. WARNrVG TO OWNER: YOUR FAILURE TO RECORD A -NOTICE OF COMMIE E)d,ENT MAY RESULT fN Y (A 11' I vr,','D)10TWICEFORiMPROVEMEIMTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FiNANCING, C SULT W . YOUR LENDER OR AjJ ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE' In addition to the requirements of this permit, there may be additional restrictions applies' ble to is property t may be founn the ublic records of this county, and there may be additional permits required from other governmental entities s A as war management stricu, state agenurs, a (i d(,:)a I agencies. Acceptance of permit is verification that I will notify the owner of the property of the r uiremc of Fl ' a Lie w, FS Signature of Owner/Agent Date azure o for/Agent Date Print Owner/Agent's Name Pn t Contractor A ent's lime l C a oy Signature of Notary -State of Florida Date Signature of of Florida Date 0%%ner/Agent is_ Personall\ Kno%\n to Mt or Contractor/Act-.::, Pcrsonal;v Known to Me orProduced10 — Product:: APPLICATION APPROVED iIY: Bldg' Zoning. I:D: Imual &Date) (Initial fi Date) (Initial ti Datt) (li ivaDie ccOl Conditions: a PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 152, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPFRVinO[ FAl rill AunNC tl nT nw Y) LOT 152 CONTAINS 10,061 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1505 SQUARE FEET t TOTAL CONCRETE 540 (WITHIN LOT ONLY) SO. FT, t TOTAL SOD 8016 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 207 t SOUARF FOOTAnr NIP Tn rIIRRI LOT 152 UP TO CURB CONTAINS 10.611 SQUARE FEET t THIS STRUCTURE CONTAINS 1505 SQUARE FEET t CONCRETE 873 SO. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 8233 SO. FT, t LEGEND HUII.UIrl6 SETBACK LINE CEIJ TERLINF. RI!:III OF WAY LINE X7. PROPOSED ELEVATION j PROPOSED DRAINAGE. FLOW CONCRF.IE L I LAND MIRVEYING 13USINESS LS LAND SURVEYOR I'ItM I'L.IiMANI:NI REIG&:NCE MONUMENT PCP f'r Mi ANENT CONIROL POINT I') PER Plnl MNINII DNIfJI! fUUIJl7 LOT 153C/w I;uNCREIE WALK W II rI. WALh CP CONCRE11' PAD PD PLAT UOIiI< R r+ADIIIS rrs PACES MLW MININIIIM 1.01 W1DIN I't'13 I'OINI UN BOUNDARY I'CC PUINI OF C11 IPOUND CURVATURE 1'UC 1'OIII ON CURVE OR 011 ICIAL RECORD 111) PLANNED DEVEI.UI'Mr.NI A DI:NO11:ti DELTA ANGLE I. F:NOILS ARC LENGTFI C.R. D:NO I:S CHOR1) 13EARINC PC 1?f:N01F.ti POINT OF CUR VA LURE PI I?I:NUIES I'OINi 0T IN IERSECTION FRI: DI:NUIES PUINI OF REVERSE CURVATURE PT DLNOTI:S PUINI OF IANC•ENCY T1'1' IYPICAI. A/C AIR UIINDIIIONLR C13W 1'ONCIPEIE f31.00K WALL RI' RADIUS POIN1 I.$ C:)I` RE lr: SLAT C COutD LENGIH so. F I. SOUAItF. 1'EE T tic, NA NrL GRADE It/W RIGIII-OF-WAY LOT 14.3 0 L O T GriC79 h 4 T0T rpf IIII IIII IIIIIII II1I II II IIIIIII1 III 1II II III II W I IITT IIII IIIIII. I a 1= I I1 'JI 1Ial III wl r II III itFIJI 1II C3z IaI 1 wl aII III a I0IoI I zw n 11 Q I 0 40.0' 40.00' - F PROPOSED 2509-B 0 4 FINISHED FLOOR z 0 o a n ELEVATION-14.90 O n wOV o a2a COVERED ENTRY 20.7' i16 - in 13.0' s.0' 1.0'- I 1 I I II TUT 10' UTILITY I EASEMENT I I 11 %A 144 1X- 30 GRAPHIC SCALE N ` 0 is 30 C111 OF REVIEWEDDPSaHFOR 0 0)00 rnM Ln D-o U) LOT 151 50.00' ; 3 I Ulry InI PC _ _ t01.98_ _ I 79.65' _ P T C 101I TUNE OF J 554'23'1 I "E 181.64' - ItIG11 T-OF-WAY THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED ROUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL I BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT152 BEING S35'36'49"W PER PLAT. FIELD DATE: ) SCALE: 1" = 30 FEET APPROVED BY: SJ REVISED: WILLOWBAY RIDGE STREET 50' RIGHT-OF-WAY PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. BUILDING SETBACKS FRONT: 25' REAR: 20, SIDE: 5' CORNER: 15' 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. M JOB NO. ASM39764 DRAWN BY: PLAN 4/12/04 SDO FIT 01-03-03 CKD AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 jFORTHE M R. MUSCATELLO JR. PSM#49i28 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR (.52 Builder: CENTEX-FOX & JACOM Address: 1 12 WILLOWBAY RIDGE STREET Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: 0N- -' 33k Owner:. CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtuthr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 2509 ft2 c. N/A 7. Glass area & type a. Clear - single pane 258.0 fie _ 13. Heating systems b. Clear - double pane 0.0 f12 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 fie b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) n _ c. N/A b. Raised Wood, Adjacent R=1 1.0, 399.Oft2 _ 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 f12 _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 310.0 f12 _ b. N/A c. Frame, Wood, Exterior R=11.0, 1176.0 ft2 d. N/A c. Conservation credits e. N/A I-IR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a_ Under Attic R=30.0, 1741.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, 1 c. N/A HF-Whole house fan, I. 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 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY DATE: APR 0 9 200 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT--M DATE: APR 0 5 2004 Review of the plans and 4 HESTqspecificationscoveredbythiso = calculation indicates compliance s=o14 with the Florida Energy Code. n Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: , w EnergyGauge® (Version: FLRCSB v32) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 53.47 1.00 1705.6 Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1.00 1891.2 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear E 1.0 10.2 32.0 59.31 0.99 1886.8 Single, Clear E 1.0 8.2 16.0 59.31 0.99 942.3 As -Built Total: 258.0 14025.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946.4 Exterior 1978.0 1.90 3758.2 Frame, Wood, Adjacent 11.0 310.0 0.70 217.0 Frame, Wood, Exterior 11.0 1176.0 1.90 2234.4 Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1741.0 2.13 3708.3 Under Attic 30.0 1741.0 2.13 X 1.00 3708.3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 162.0(p) 31.8 5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p -31.90 5167.8 Raised 399.0 3.43 1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 6520.2 As -Built Total: 561.0 4449.6 INFILTRATION Area X- BSPM Points Area X SPM = Points 2509.0 14.31 35903.8 2509.0 14.31 35903.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT M 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 EnergyGaugeTM DCA Forth 60OA-2001 EnergyGaugeStRaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2509.0 5.86 2646.5 Single, Clear W 1.0 16.2 32.0 10.74 1.00 343.6 Single, Clear W 1.0 14.2 10.0 10.74 1.00 107.4 Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5 Single, Clear E 1.0 16.2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7 Single, Clear E 1.0 6.2 32.0 9.96 1.01 321.4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear E 1.0 10.2 32.0 9.96 1.00 320.0 Single, Clear E 1.0 8.2 16.0 9.96 1.00 160.1 As -Built Total: 258.0 2592.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 310.0 1.80 558.0 Concrete, Int Insul, Exterior 4.1 802.0 3.31 2650.6 Exterior 1978.0 2.00 3956.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Frame, Wood, Exterior 11.0 1176.0 2.00 2352.0 Base Total: 2288.0 4514.0 As -Built Total: 2288.0 5560.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1741.0 0.64 1114.2 Under Attic 30.0 1741.0 0.64 X 1.00 1114.2 Base Total: 1741.0 1114.2 As -Built Total: 1741.0 1114.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 162.0(p) 1.9 307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 399.0 0.20 79.8 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 387.6 As -Built Total: 561.0 1123.2 INFILTRATION Area X BWPM Points Area X WPM = Points 2509.0 0.28 702.5 2509.0 -0.28 702.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE 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 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 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 1 16851 4556 10495 31902 PASS OF THE s?,4 0 uur o tt, C0 WIE 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 cfm1sq.fL window area; .5 cfm/s .fL 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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn 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. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff 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 Se arate 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. EnergyGauge"' 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 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. Frame, Wood, Exterior d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 4 _ b. N/A Yes _ 2509 ft' c. N/A 258.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' 0.0 ft' b. N/A R=0.0, 162.0(p) fl _ c. N/A R=11.0, 399.0ft' _ 14. Hot water systems a. Electric Resistance R=4.1, 802.0 W _ R=11.0, 310.0 ft' _ b. N/A R=11.0, 1176.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 1741.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. APR 0 5 2004 Builder Signature: Date: !. USU4 Address of New Horne: I a- WILLOWBAY' RIDGE ST. City/FLZip: LAKE MONROE/32747 Cap: 42.0 kBtuft _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 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 EnergyStarTudesignation), 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) RIGHT-J LOAD AND EQUIPMENT SUMMARY0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project Information For. CENTEX4:OX & JACOBS Notes: MODEL 2509 Weather: Orlarxfo AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 363W Bhltn Ventilation air 0 cfm Ventilation air loss Design heat bad 0 36350 Btuh Btuh Infiltration Method F( quality Simplified Aveeplacesrage Area Heating 2572 Cool_ ing Volumea ( 20072 007220072 EqI AVF (rim) 234 134 Heating Equipment Summary Male d*ffROL Trade Efficiency 7B HSPF Hang Heeding ouaxh 0 Bluh @ 47-F Ac ual temp rise 0 heating fan 1400 cfcfm Heating atr flow factor 0.039 ctmlBhih L.Ia - a u6 0.-F1ti.r Summer Design Conditions Outside db 93 'F Inside db 75 'F Design TD 18 'F Daily range M Relative hlurlidily 50 % Moisture drfference 43 grAb Sensible Cooling Equipment Load Sizing Structure 29386 Bbh Ventilation 1485 Btuh DmiT re swing 3.0 °FgtUsehdatanRate/ swing multiplier 0.98 Trial seas. equip. bad 30253 Btuh Latent Cooling Equipment Load Sizing Inten- d gains 12 Btuh Ventilations 2212 Bhjh Infiltration 3946 Bhrh Trial latent equip. bad 7538 Btuh Trial eqL bnent bad 37791 Btuh Req. capacity at 0.701/6 SHR 3.6 ton Cooling Equipment Summary M" AITROL Trade Efficiency Semite cooling Latent Cooling TOOFM coo V fan Cooling atr flow factor Load sensble heat ratio Boldlltallc values have been manually overridden RFftd Certified by ACCA to meet all rlequimments of Mmid J M Ed. 120 EER 29050 Btuh 12450 Bkh 41500 Bhd1 1400 cfm 0. 048 dmBhfi 80 % vvr ght50fC RighlSuile Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 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) 631-2665 Procedure A - Winter Infiltration HTM Calculation' 1. Winter infiltration AVF 0.70 ach x 20072 ft3 x 0.0167 = 234 cfm 2 Wir er infiaration bad 1.1 x 234 cfm x 32 °F WrtErTD = 8243 Bkh 3. Wnter inlZ ation HTM 8243 Btuh / 296 ft2 Total window = 27.8 Btuh/F and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer soli lration AVF 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 2 Summer infiltration bad 1.1 x 134 cfm x 18 °F SunTwTD = 2650 Btuh 3. Summer rd babon HTM 2650 Btuh ! 296 ft2 Total window = 9.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moistdiff. x 134 cfm = 3946 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 °F &rmxrTD = 1485 Btuh Sensible bad for structure (Line 19) + 29386 Btuh Sum of venhla m and structurea bads = 30871 Btuh RAM and temperature swirg mtlfiph" x 0.98 Equgpmerd sizir1g bad - Sensible = 30253 Btuh 2 Latent sing bad Latent ventilation bad 0.68 x 75 cfm vent x 43 gr/Ib moistdiff. = 2212 Btuh Irdemal bads = 230 BtiJh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3946 Btuh EWiprrlerd sVM bad - latent = 7538 Btul1 Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Prinbut certified by ACCA to meet all reqzernerds of Manual J M Ed. wr1ghrtsoft Right -Suite Residential^' S.5.06 RSR26014 2002-Apr-03 16:42:13 XXA E:%FilesVkFox 6 Jacobs 2002%2509X2509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, Fl. 32746-6206 Phone: (407) 831-2665 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 54A 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 54A 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 t wrightsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 E:1Files\flFox & Jacobs 20021250912509.rsr Page 1 PI pTd ORKSHEET nt re cMe DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 fVLMENLJ:7hEd 1 Narredroorn ErdieHorse FAMILY POR NOCK44TCFBJ 2 Lagfiderposedwel 3230 ft 54.0 ft 4.00 34.0 ft 3 Roomdma6b 17D x 15A ft 4.0 x 8.0 ft 24A x 11A ft 4 Ce3tgs COMIOpion 0 haalAnol d 8.0 Nheall000l 8.0 hedklod 8.0 ft heelbod TYFECF CST HTM Area Loed@UL Area Lced@IL4 Area Lned(Blfo Area Lce @k4 E420SURE Na Hlg Clg W) H10 1 Clg IF) Hig CIg fF) Hig CIg In Hig Clg 5 Gross a 14B 41 21 272 EtFoaed to 13C U 328 lec x"" welsard c 12C 1. 0 parl6orts d 01 0. 0 e 0. 0. 0 f0. 0. 0 6 VfttA and a 1C 37 21 fm 1 10 glass doors to8C 37 I'm 40 Healing c 9C 3B. 0 d0. 0 e 0. 0 f0. 0 7 Vi ybfeard North 01 0 0 glass doors NEMW 0. 0 0 C-ling ENV 54.4 12294 1""' 1741 50 SE&rV a 0 1 0 Swat 30.4 973 0 Horz 0. 0 8 Olherdoors a 11A 111 12 3E 717 484 1 311 219 1 1 0 to 11A lu 12 0 0 c 0. 0. 0 0 0 9 Net a 14B 41 2-' 802 3MB 1651 2X 1106 491 222 1 eFoeed to 13C 1 31C 977 353 14. 447 166 1 101 X 0 wed and c 12C 2 1 117E 3387 ZM6 0 0 parbSoruu d 0. 0. 0 0 0 e 0. 0.1 0 0 0 f 0. OJI 0 0 0 0 10 Ceftrgs a 16G 1.1 1. 1741 183B 2413 0 23A 279 to Of 0. 00 0 c 0. 0. 0 0 0 0 d 01 0A 0 0 0 e 01 0. 0 0 0 f 01 0. 0 0 0 0 11 Floors a 72A 25 0, 1 4193 0 54 1 34 881 Nob: room b 19G 1. 0. 453 0 0 c 0. 0. 0 0 s dspl d 0. 0. 0 0 for slab a 0. 0. 0 0 fbors) f 0. 0. 0 0 12 triffhation a Z7 9.0 296 8243 21M 50 139q 448 q 50 1 13 Stbbtai loss*»$..+11+12 3301G Less eftmal healing Lem kaider 1 111 114 redstribrbort Oudbss m 1(F 15 Total loss =13+14 3EM 56113 16 lit gains: 13001019@ 300 E 180D 4 12D 0"" 0 1630 1 17 SulolotRSHgai--7+2+@16 26714 428 5191 Less eQar-1 o xkg 0 Less harder 0 Cooing redstrtbutiort 0 18 Duct gain 2671 1 428 WA 10° 51 19 Total RSH g*F(17+18)'PLF 1m 29Ci86 1m 47C6 1D0 4 tm 571 2) Air mgtired (rfTo 1400 m 221 RrftA Caged by ACCA to f xxA all reWerrwds of Mmival J Th Ed. w-5C-l1 rtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 EAFiles1f1Fox 6 Jacobs 20021250912509.rsr Page 1 RIGHTWORKSHEET 0EntireHouseDEL AIR HEATING,AIR CONDMONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 tvvrru l.c m m 1 Nam of morn Ll0Y D04W)FaY NIGMBR MSTFWVIC 2 Lerghdepoeedwal 6.0 ft 64.00 40A ft 30.0 ft 3 Roomdma63 16.0 x 6.0 ft 19.0 x 220 ft 21.0 x 19.0 ft 13D x 16.0 ft 4 Celigs Cardt. Option 8.0 1 haatbod 8.0 11heettnd 8.0 R hse'1 8.0 fill U TYFECF CST FfTM Area Load(Blh) Area Lcadpn Area Load(B1h) Area La d(BL" E)FOS RE ND. Hig C19 in H9 09 OF) Fng I Cig Up) Hig C19 OF) HJ cog 5 Gross a 143 41 21 0 f poead b 13C 3 1 1 0 well and c 12C 1 3aJ 210 pabiors d 01 0. 0 e Of 0. 0 f1 0. 0 6 Wrdwwsard a 1C 37. ry 2366 3 11 0 glass doors b 8C 37. 0 Fledng c 9C 38. 0 d0. 0 e 0. 0 f0. 0 7 xioAsard North 01 0 0 0 glass doors NE44W 01 0 0 0 00*9 EW 54. 0 1741 1741 0 SE&V 0. 0 0 0 Sor01 30. 0 973 0 Horz 0. 0 0 8 00wdoors a 11A 18 12 0 255 0 b 11A 1 12 0 0 c 0. 0. 0 0 9 Nd a 14B 41 2, 4E 221 90 1W 601 0 eposed b 13C 1 0 13 428 159 0 wet; and c 12C 2 V 0 0 2BE 83 56C 210 691 patDau d 0. 0. 0 0 0 e 01 0.1 0 C 0 f Of 0.1 0 0 0 10 Cedvlgs a 16G 1. 1. 0 39B 421 20B b 0. 0. 0 0 0 c 0. 0. 0 0 0 d 0. 0. 0 0 e 0. 0. 0 0 f 0. 1 1 0 0 0 11 Floors a 22A 25 0. E 156 0 64 IEEE 0 g4ole: room b 19G 1. 0 0 0 c 0. 0. 0 0 is dis d 0. 0. 0 0 0 forslab e 0 01 0 0 0 0 floors) f 0. Q 0 0 0 0 12 IrddGation a 27 9.0 0 84 2339 752 32 801 0 13 SrbkM long* 8&+11+12 377 8515 911 Less aftnal heatirg Lesstrarsfa 0 14 Hea1Fg redstrbution Dud loss 1 VF 1 tooA 91 15 Told loss =13+14 414 w- 41 1002 16 Irt gains: peol:b @ 300 C 0 1 3CO 1 0 1 60J 0 0 17 Srbld RSH garF7+8..+12+16 399 4781 Less edernal oxkg 0 Less bards 0 Cmirg redrtrbutian 0 18 Dud gain 10' 70 1 478 10' 19 Total RSHgaiF(17+18)'PLF 1D0 769 1D0 5259 1D0 1DD 2D Air required Wo 37 361 251 1 39 RntoLR oatW by ACCA tD meet of mquiefTierts of Mmgdl J 71h Ed. wr ghtsOfC Right -Suite Residential"' 5.5.06 RSR26014 2002-Apr-03 16:42:13 E:1Fileslt\ Fox 8 Jacobs 2002\250912509.rsr Page 2 RIGjiT;,! ORKSHEET 0EEntrre ryc%e DEL AIR HEATING,AIR CONDMONING,R Job: 2509 8.28.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANWIL 17h Ed 1 Namedmorn BUM BDRW 6TH2 BDFfvlAG4WRIM 2 Lffodeposedwd 15A ft 28.0 ft 6.0 ft 420 ft 3 Roomdrralsio s 15.0 x 17A ft 13.0 x 15A It 16.0 x 6.0 ft 18A x 18A ft 4 Ceigs CandiCplion 8.0 1 heetbocl 8.0 yhedbod 8.0 Nhed600l 0 ft ttedbod TYPECF CST HIM Area Load@k4 Area Loed@kn Area Load@k4 Area Lned(B n E*0SLtf€ Na Hg I Cg fF) Hg I Clg Up) Hg I C19 On Hg Cog OF) H19 I Cg 5 Gross a IC 41 21 0 Eiposed b 13C 3 1 w bard c 12C 11 120"" paBiors d 0 0. 0 e 0. 0. 0 1 0. 0. 0 6 Wtd3+6ard a 1C 37 1 1 1 591 48 117 glass doors b BC 37.( C 0 Hwfi g c 9C 38 0 d0. 0 e 0. 0 f 0. 0 7 VVnJ3Asard North 0. 0 0 gtassdoors NEMW 0A 0 0 Cooling ENV 5A.4 it"" 870 IE 879 48 2611 SEGN 0. 0 Soup 30. 0 1 0 Horz 0. 0 0 8 Otw doors a 11A 18 12 0 0 0' b 11A 18 12 0 0 c 0. 0. 0 0 9 Net a 14B 4.E 21 0 0 b 13C 3 1 0 0 tn and c 12C 2 1. 101 301 202 4(A 1 28B pardons d 0. 0. 0 0 0 e 0. 0. 0 0 f 0. 0. 0 0 10 Ce&% a 16G 1. 1. 299 353 206 2/9 101 324 b 0. 0. 0 0 c 0. 0. 0 0 d 0. 0. 0 0 0 e 0. 0. 0 0 1 0. 0. 0 1 0 11 Floors a 22A 25c 0. 0 0 0 Pble: mom b 19G 1. Of 0 00 0 pe irtebr c 0. 0. 0 0 sdspL d 0. 0. C 0 0 0 brstab a 0. 0. 0 0 Doors) 1 0. 0. 0 0 12 trituration a 27 9.0 14 446 143 16 4A 1430 C 48 1 13 Subbd bss=6r6..+11+12 1606 1842 2W Less etdfr-d hea5lg Less transfer 10PA 1 1 114Dudbssreddrbtiion161184 151 Tad loss =13+14 176; 4711 16 tri. gaits pbooe @ 300 C- 0 0""0 C"" 0 1 0 0 0 17 SlYaRSHgai 7 8+12@16 15M 16BB 4051 Less e&rrel000iig 0 Less trandei 0 Coo4gredmxtm 0 18 Duct gait 1 157 1 169 1 19 TdaiRSH Win=(17+18)' iF 1D0 1725 1A0 1857 1A0 IDD 20 A mgired (dn) 12 1 i81 ftft f candied by ACCA b med A Leg imier)ts Of MalTual J 7th Ed. t wrrrghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 E:%FilesVXFox 8 Jacobs 20021250912509.rsr Page 3 OmwN - I -T'-i r-- 4 Or tIpIM1 CLASS{ OtOR oi yy • n s. r. Mml I IF =-ll I llm l 34, 2 1 11 0 wmru70Mrt Inn roN 1r .4c Doow REVISIONS AOt r/ Too -.-ux rtor . ,onn R r, N0. ZONE: DATE: ECN N0. APPIO: DESCRIPTION AM vRiIT.Mc Ao;ant CACarq Cla) I B2 II/00 - WwW I OrY (1) WAS (2) FOR TRACK SOLT to CA KK CM stan ATTACMLp TO COON Ho"TA4. wsT`AH 6 If sm . 1% rA}pAt9 t00-LKDG srm cw. wrow . CUM D vv T r] a atv. tim = \MORE. 7) p- f0O "O O M4iCMK LISTED I y_._,"' AVARA61 Al w YIgM T3W Y• .. MT • IN t, YY1. Tit," r ow- NTH GLv. rt{R MACHMKxR. 1) T it..00 ro.rt rocra.e ' .`,• C MtJr \MOcaf rG W. LAM TOP / RACAR 6AhIr "`REPORT# C u-Hors K. 2-I_3-I LrL.t1CAGS0011 tl MTTi)lll pQ,( TWO fl•.MM3 ON \OTTDY KC110M. Orr\ Y-Y4 Not MT lICROH, f7C) CI..\/\• YrDII .iAL /CRO.w OrrgNIL VDfn 0rT10KAL OUi1r0l NiTm LOCH 10711I0n I IIAN. OGOR WIDTH . Weer n.YATIS O I 1 •' Sw TAIhrO Scxm Mnrr l G CtR T'- O NON cOMyil a ( smnSTOHs 0 T 3N rM). rROM n1AHC VMS Y.V. r ON rl r YK, COATING ON DuIs" UWAcc ewwQR RDIy.1, VD fCK•q W K COWTOg1YK luT wT RcOuulto) to rROMOI A /u fN rIDu mNo slr,rAts. MRIONTK . urlf 00 Mt TRMATIU IDA0. Mn. 'R• Pop MOVL04 /r ODOR KrAw (TO PA) L\ T6LW r{ rC in1S 70 GA. NIL uLv, sral DID lTRt lnw r 1 N 3• INCH CLASS OR leg Ow "v. f1m M9L sill 23 OA. I". SIM ur CWTO vrrw o-.o Mv. CxVMO wuo.r0/ rO-aye iviesfKKt0/ 7R4o {iraK SHs W Joel 3' TALL u- W 70 a ONLY. sraC am. nu srwo? K. 30 r f/[TNfM • • reM outdo Imsr" I/ l Acwfm urz SDU R_\ eRAam Atui OvfO.000 YW i /Y30/0 WAN Mm SCNC. rTN ONC S/Ir.a/r LAG scR3W 10 lcAM a um l .r 71 (C-W 11t.Ut /IACK[i. woo or N CDIIU! (7.000 w Y.L COH:71[Tf) a 7/I/• 40. ROYNO rYSHM SKV LATCH 7K• ACIi I/•11' TAKOII Saul" OI IT-r/7' Mma CLOW ryTCM(A (04 ICA ROYCA) IC,TVp. N M C f7 G OALv. STs4 top ONTO v[AfICx iMOC W.M NCiJOIO. 1• o.MNS RCOUNID y jIId/C' Wt7iL ifAofrl./ RO13R MA, SrlroMfs1..r Wa OM r.tN biCOMf. AKJdR Mry K COIMIRiwK i' cALv. lmL TMeH /ASTW7D ro 0 ) Rr7111 uLerw ./ q wtu STU u01 as a 000R. (Sur Mr II(Ow[o) To na+OL A rtusH SIT O( :n rm THACM It• I 4i7 • M lolhl rtA a0 Hwoe 11•.D//,' lmRwYCTiLIQI.CoITK Awiw Do HOr (.1 ON OK 1/1 wpLi . MYT O1 IVp T/ 1' OK IMTi oursloLi G CALV. CMO C 7' GM fN011t•fRl1, f0 MtA SICK R011K 6111L nOR CIA rwOCOVK4- .C. IIRRS3 rtQ OOro mrr er Juu Mt nrM.R •.• f.ren.r r.. mom CARGISM r. 0 #In" Y 111CRK CR( 1Ts • w001 K.MOIL TAPPING lam MIS w DESIGN LOADS: +23.0 PSI B -2+.3 PSF OUCH ON iM 0C9ON Or TMC sYIrORiWID STRIICNRK aW[MI EACH T R Lra aw THc IN,. TEST IOADs: +J6. 0 PSI k -J7.0 PSF 3' Tut.. 20 CA C&ySIM Y-Nf 00 SUOC W0 "M cuRMDOGDTCG a rt WARM CS MR THC LAWu7ea. uMws r• Fm ± Yt W A 7-1-0-I r. TTUM oL. TWO u- IiGL IDOL mca TI{s ORAmID. r ON A wm SfA lO) PART NO.: ON Dom sfL1fOK oM[ u-MR oM KW INTO VanxAL aenaNHorm rtA lOC:A•11pN, uaKo Sw" oua o TMioiqLOCK off l. , 217012 TOLERANCES"" IDEALMHoq 0 w.d.— wi,\ r' rAr .0 - l.OJ uKillosoaofrt hT NIL 1-31Y1R-3311 w,n w.. `r :... f""`w.... u *•016 DESCRIPTION: MODEL6RST W\ 16-0 N 6-0: 24/-24.3 DESIGN LOAC IN. NOW. ..n —A I. 000 . t.003 13 a exv. OOTrOM eMCHc. w\b ti r. wr w DRAWN BY: OMN DATE: 4/I6/00 SCALE: NTS ATAACrrCD MM p) I I..3/S' SHO YCTAL SCRCrS. ,r . wr.o... .0000 . 5.001 WW 0.1ra. • sl/r CHECKED BY: MGATE: 4/ 1e/00 SHEET 1 OF TNro /vl1 SIZE J MN+L Wumtllfrw. ij' / gl. uws. uaw olnKw. Projection 1_ p ygp IN , pWC. NO.: 102138 REV. N0. ) jmj Div. A ROM OFSICNATION: Th.rma-Tru In-Swinq Door wood •Iomu ayacsm MA)MIUM MTRAlf HOMINAI 517r• Single up to 3'4 B'0 w/wo sid414,•3 Ooubts up to 6'4 x 8'0 w/-o s)doli!es I„ f CORnMRATIONS X. Ox. X0, OXO. XX• Ox (O rrNrnu OCS[RIPTION, The head and side jambs an Fingerjoint Pile meosurkV o min. 4-9/16' with a :/2' robbeted stop r/fa• TAO'OON YrVKANCHOR. 1 Z , 7 u--I. MasoMRr txr i 2x wfoi vis' rAPCON TrK ANCHOR HIM ta3 L HFitO.NMB o jIII- t'i Tp Sx SUD-tlurX ,I ? . • .. 1 2 Rxfalx• PFN ws OMIGN PRFSSURF RATING Single Positive.67.0 PSF Negative 67.0 PSF Single with Sidelitas Positive 60.0 PSF Negative 60.0 PSF Double w/we Sidelites Positive 47.0 PSF Negative 47.0 PSF I• DRTwALL IIASOIah' L#nfl Ix tltxx N t 3/16• PCON S.. not. 2) t1l COMCRVEW45ONRr BLACK NtiVl .velaEDro1xsue-eucx 1/2• CRrvatA Ix 3/16• TAPCON Burx dnYBO8 I . 7 rt1tRA: ME ANCHOR ELCO TAPCDN Of: EOUAL 233 LB. SMEAR RATING) 3/1e• IAPCON • see not. 2) FLAB TYPE 7r] 1 .MrNSHIMSP/ DA vER11GL SIOC Jung E .' .. ear MCC Is 3UD-BUG( I.u• leil ram: 1. This system has been evaluated for use in locations cdhering to the Fbrldo Building Code l VERiIPAL SIDC • and when pressure npuinm.nts os determined by ASCE 7 Minimum Design Loads for tluilainga I I/a• ML and Other Structures do not s.eesd the design pnsatlry rotirgs listed herein. Del 2. For installations when the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub-aect)ons 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 neat of the Topcon into the masonry wall is obtainsd. j(MrL DESIGNATION: Themes—Tru Out—SwIng Dow Wood I rcmev System 3' 14AX Is* O.C. .; ESIGH PRESSURE RATING* MAYIMUM OAMALL NOMINAL SIZE Single up to 5'4 x 8*0 w/wo Sidel tes, Nngle Positive 67.0 PSF Negative 67.0 PiF Double up to 6'4 x WO -/-a xWelitas Single with SWelites Po ;Uw 60.0 PSF hleqot;va 60.0 Pir FIMRATION X. Ox. X0. OXO, XX OXXO )ouble wlwo S;defites Positive 47.0 PSF Nogotied 47.0 PSF rp,, d I)FSCRfPTION. The head and side iambs are fin;wrioint pine measuring a min, 4-9/16' with a 1/2' rcoasted slop. C41 u4s& MMY UNTU i . 2 nRPINC X, DRYWALL IM A= INTERIOR L r v, T 11# 75 .752- 112- MW WS Idws ED UB-BIJGK Ewa. 7 . 25* MAX S SPACE 18 . 2-112— PFH W3 I ham. 3/ 16- TAPCON TYPE ANCHOR —3 MAX ta' D.C. A I I T_ 25' & IAX SHIM SPACE MERM 3118- TAPCON TYPE ANCHOR JAMB ED,HEM CONCRVE IL45ONRY8LOCx MAX 23' SHIM SPACE 3/ 16' TAPCON SLOB TYPE ANCHOR ELCO TAPCON OR EQUAL 3116- TAPCON 233 L&_SMFAR rAnw) r&c Aw.NoR D fs• MIN EbISON I x I IMINC r OR eVALL VERTfGL DE JAMB GL 3116, 1 APCON ZTYPf AACNOR IX aUC( 7 j 1. 10k 2 FIRRING DRYWALL IX BUCK IhMIO 11 1 2 FIRRING This system no 1. s boom evaluated for us* in loct-0ons adhering to the Florida Building Code L :;,. t 15 it C—SINK RrW'J.L and where pressure requirements as determinoo by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed heroin. VERrICAL SIDE 4wo TO ZX Sv8_6UCK 2. For hl3tolklti011l when the sub —buck Is loss than 1-1/2e (FUC section 1707.4.4 Anchorage Methods and iub—s *ctions 1707.4.4.1 and 1707.4.4.2) T.:pc*n type concrete anchors must be used and the length must be such that a minimum 1-114' engagement of the Topcom into the masonry wall Is obtained. 3. When using a IX sub —buck a 6-9/15* jamb is required to allow for min. edge spacing for Topcon type anchors j ygac1 DESIGN"TOM: : Thermo—hu In —Swing / Ott —Swing Door Wood Frames System DESIGN PRESSURE RATING: IdACIWUI,COVERAL NOMINAL SRE Single up to 5'4 x B'0 m:/wo sidelites Single Positive 67.0 PSF Negative 67.0 PSF Double up to 8'4 x 8'0'u/wo sidefites Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF j LRLE CONFlGLIRA1ION4 X. OX X0, OXO, XX OXXU Double- w/wo Sidelitas Positive 47.0 PSF Negative 47.0 PSF c60AL DESCRtPTON: The heod'ond side iambs are fingerjoint pins measuring a min. 4-9/1L'' with o 1/2' rabbeted stop. 4S h zSS•. '. DOUBLE 2X ea' ao HFADER 2• IxtrxrAtl SW.AA0Nc •: G 2x REAM .... . y d .. ' SINGLE DOOR s' 2X STUD ao' 2X 44CK-STUD fi jA IK)1 ws u m H(Aa Aire DOUBLE DOOR J.0 3a 3A 70 3a' AS 107E e-seat 2s- 11tix. V" SPACE wtrx x SM Jude 1.15, UK fire. 0 as jF OR DO tRL DOOR WITH SIDEMES CIE T This system has been evolucted for use in locotions adhering to the Florida Building Code end where pressure requirements cs determined by ASCE 7 Afinimum Design Loads for BuiIdl.l;s end Other Structures do not exceed the design pressure ratings listed herein. a13.aa4.3a31 WE •/3/a2 CAtg KT_% owG. Vf: w.t_K CML or. Kw. r-erzot Deft 1__e1 1 THERMA oTRU® TUWA CtASSIC'/SAt00TH STAR' MSWMKI"SVX LE AND DOUBLE W/8 WIOUT BIDEIJTFS. INSULATED FIBIER ASS DOOR WITH WOW FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RA77NG SEE TABLE PAGE I- S. THIS PRODUCT DES NOT MELT THE WATER REOUIREMENTS FOR MIAMI-OADE COUNTY. 6. MIAMI-LADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDFLITFS ONLT. 7. SIDELITES 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 moothStar - 0.070' minimum skin thickness FTberClassic 0.110' minimum skin thickness f nre design: Polyurethone foam core. withl.9 lbs. density by BASF. jE The po el skin is constructed from a 0.070' thk. M mo ,,g ; ;Z pP CThe interior owify is flied with 1.9 Ibs. denseq W p*weltx:m foam The nor face sheets are glued to the wood eyes mils. The, K Ialch sUk s re:+foroed ilA o wood lock block measwmg 21151 x 14.0 at the clrl t and deodbaff k+cotion The hirlge x* is Frrger Jointed Pine oW the top and be"- rol am of o wood oornposite materlol In the double door application the tractive door is rifled with on extruded aluminum astropol (M'ad Jamber e) of W63-T6 o6oy. The from is constructed from 6T )aimed Z- 9- T heheader a Ian o the side pmmbs min (3) 16go. 1/ crorm x 2 staples of toN1 side. The mu8aro am secured together to o ydebfe anion using / 8 x 2' long PiH Wood Screws (6) screws per each-11iion. ita unify use on Imwing Soots lhmsbold measuring 5.75' x 1.548'. The sida6ie ppa nels are sandwich glazed q two pr y am dry gbted on the erfenor with on 18 Usk cdfular p p ug tape (S%11 Tope)/2 k d s$ortisicoM The lite formes are held oasUrar • o /8 x l TABLE OF CONTENTS SHEET III DESCRIPTION 1 TYPICAL ELEVATIONS & CENE NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS 5ECTIONS 4 HORIZONTAL CROSS SECTIONS k NOTES 5 AN 0 IN L ONS h AILS 6 ANCHORING LOCH IONS k GLAZING DETAILS 7 UNIT COMPONENTS B ILL OF MAT RIALS h UNIT COMPONENTS 37. 5 MAX. OVERALL WIDTH 36' MAX: PANEL WIDTH U U x w x a O J8 6 A O x o ri N N COL^ j G UNIT 74. 5' MAX. OVERALL FRAME WIDTH - 36. 625' MAX. PANEL WIDTH -{ W ASTRAGAL v IZ xw 1 7rou 0 X 1 H Ica 1 106. 6 MAX. OVERALL rrrAM[ wlunn . 36. 625' MAX. t 5.5" MAX. PANEL WIDTH FRAME WIDTH W/ ASTRAGAL ITS t 3. WIDTH HDESIGN PRESSURE RATING UNIT TYPE I IL N RE NT IS NOT NEEDED REQUIREMENTSINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF SINGLE & DOUBLE WITH I LIT 55.0 PSF - 55.0 PSF 68. 5' MAX. OVERAL 36" MAX. PANEL WIDTH D 7. 125' MAX. D. L.O. WIDTH 15. 5" MAX. FRAME WIDTH 13. 75' MAX. WIDTH 7, 125' MAX. D. L.O. WIDTH O> Cr- ro O00 8 0„^j N Er1i10 ErO3Q00 W co coQS 513. 654.3531 s ® aL1io ..r1 srwnL .. N.T.S. 0. 0. er: TJH CKK. Or.RW MAN `- • qAm s z1s1 M. ASTER FFIi-14. 6 0 ru INTERIOR 5 DOOR PANEL ai 2929 o 42 Z 0 0 00 U ,14 0 0- SEE NOTEL I 45SHT. 45S24) o 0 L Cacax T 41 ru x NOTE I SHT. 4 EdS MIN. IN5- MIN. 4" T KGLASSTHK- G S cx i EXTERIO INTER* ci 25 n TFOAMCASKET W) CIOS Go SIUCONE CAP BEAD 6 1.68, MIN. ANEL THKPANELLT8 An SEE NOTE 5 SHT. 4 Hr A(LA 1==o= 913.884.3831 arc 08/10/01 TJH we m RW sits, 15 1FLOW or 7—r,.-1 SEE NOTE 2 SHT. 4 n INACTIVE X 3 J e ASTRAGAL RETAINER 31 a BOLT 8.0' LG. TOP BOTTOM (2) BOLTS INTERIOR AT TOP h (2) AT BOTTOM 1 3 O ASTRAGAL 1.15' MIN. EMS. 25- MAX. SHIM FOAM GASKET k SILICONE CAP BEAD OVA In O cd1 ®© VE co 1In SE NOTE I0SHT, 4 HORIZONTAL CROSS-SMM SIDELITE TO SUCK W t\ O 000 N O c0 6 2^ p ACTIVE ^ S O jS v' iY_ •°_ °•' OHO o.•. Q T a U e- r ` 37 _a a SEE NOTE 2 17 SHT. 4 3 ZOWAL O HINGE JAMB TO SIDELITE CIEN TRAIL, FIL:GRRPA RrANUFACTURELR rY hQE; s z FOAM GASKET Ec SILICONE CAP BEAD o n r o 34 tS as x o SHT. 4 DNSULTAHM INC 813.884.3831 m 08 1 OvOf t 112 1' a m TJH X. W. RW wac . 0-- 5- 2751 m 3 of 8 1.15' MIN. EMBED. 15' MIN. C—SINK 25" MAX. SHIM SPACE 1 4 LATCH JAMB TO BUCK. NOTES: 1. SPACING FOR REM NO. 41 (UrTE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.57, 16.5. 27.5", 38.375 49.375' & 60.375. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR REM N0. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL. TO THE LHACTNE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1'. 3 5 18.25". 40.57, 59.25. 74.25. 76.25" do 78.25 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA x 112' CROWN it 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELRE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x V PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5'. 31 48.5" 66 THERE ARE (2) AT THE HEADER AT 4" INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE 2) AT THE SILL. 4" IN FROM THE OUTSIDE CORNERS' 6. SPACING FOR REM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE IAMB AND THE K USE REM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE REM NO. 37 (110 x 1 3/4" SCREW). 1.IJ MIN' EMBED. ° 15 MIN. 13 C—SINK ' Y 1 . 3 7 10 EXTERIOiNTERIO 1D 6 26 9 2MOR17ONTAL .25" MO. 4 HINGE JAMB TO BUCK. SHIM SPACE SEE NOTE 6 SHT. 4 FOAM GASKET do SIUCONE CAP BEAD SEE NOTE 5 SHT. 4 z 1uq G 41 z SEE NOTE 1 = a SHT. 4 3 H I ROSS SECTION 4 0 STRIKE JAMB TO SIDELRE lei A SEE NOTE 7 SHT. 4 O> N O co 8LaR0Z0" N OWO 3QDo 00 o a Heil 0 Q z Zz 110 r,UW{y 813.UK-3831 er: Tim BY: RW c ro.: S-2151 r 4 of I SEE NOTE 3 SHT. 4 SEE DETAIL 'F" SHT. 5 ATYP. B 3' 61TYP. EDETAILL 6' 6 3ESHT. E NO 4E F N SE _- n + N SEE NOTE 'F' SHT. 5 SEE DETAIL vl n y 13 y N 6 SHT. 4 SHT. 5TYP. o TYP. a - SEE DETAIL SEE NOTE - = F G" SHT. 56 SHi. 4 -- SEE DETAIL 13 SEE NOTE b' H" SHT. 5 .D. tn TYP. 4 SHT. 4 SEE DETAIL 'C' TYP. to ' G" SHT. 5G p - TYP TPTYP. to 6 JL i- i-- 3' 6' 6" ri -.{ 6. i' to 3" 3" 3• 6- 6' 6 i Y" a/ORIDDA Bo 0-A Fo ciN % DDOR OOUB F DOOR W/SiDEL1TE5 ANUF1 CTR Nit r MASTER I'B A 1 - A 0.357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 10 0 00 013 10 10 DETAIL ' F" DFTAIt •H• ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL ' E' STRIKE PLATE nTO FRAME DETAIL "G" AT THE THRESHOLD AC o a Z DETAIL N SHT. 5 N TYP. 1 SEE NOTE 4 SHT. 4 W co N 000 1ppzon U h O Lu co t\ z 0 Zo 813. 684.3631 L• Dal 10 0' un N.T.S. a ur. TJH K. up. RW kwmc Mo.: S- 2151 m 5 or 8 N N in SEE DETAI E• SHT. TYP. CENTRAL F L'y- 1$0 (D. MANUFACTURER NAN E 5 SEE DETAIL F• SHT. 5 v._jjj -- 6- y -1 1 A,S 1L:d l 6" 3 b- 6 3• 1— 6- 3. 36 63 f" 3. 6• —1 3' I I I I 11 1 I I I 13 I_ SEE NOTE 13 Typ• 3 SHT. 4 SEE NOTE SEE NOTE TYP. SEE DETAIL n 3 SHT, 4 6 SHT. 4 SHT. 5 - 13 o1 TYP SEE DETAIL G• SHT. 5 DSEE SEE DETAIL L DETAIL TYP. n E' SHT. 5 H- SHT. 5 n 13 TYP. SEE DETAIL G' K" M. K' TYP. M' 14 SEE NOTE SHT. 5 4 SHT. 4 14 14 TYP. 14 TYP. M• TYP. 6' --i I 3" 6" Ii 6' 3• ri i 3' 3-- i66 3' SEE NOTE4TIZ3' 6' 6' 4 SHT. 4 6' DODUE DOOOR 453" CLASS 1 I- BITE CIO v 25 1/8' TEMPERED GLASS 25" AIR o ..• SPACE 0' G Y i 1/8" TEMPERED B Z Y 2 GLASS 36 tv' 6 n u m 7 41 a SE NOTE 1 STEEL INTERCEPT 5• TCM LRE SHT. 4 INSULATED GLASS W/ FRAME GLAZING DETAIL 25" SPACER 3- 3 to TYP. SINGLE DOOR W/SIDELITES 463• GLASS SITE 1/8- TEMPERED CLASS 0.' .. 0•: O D .25• AIR 10 o •o 'o SPACE O o' z 1/8' TEMPERED z GLASS 41 ^ SlQB 36 SEE NOTE o 6 1 SHT. 4 a . 25" STEEL INTERCEPT SPACER 5' INSULATED GLASS W/ RTS LITE FRAME GLALNG DETAIL n J I OL N O co o110 O5Otn toO W O OZ) O 3<S n CC1D Ll wsurr xra. we 813. 6E4.3831 We 08/10/01 Sufic N.T.S. Dm or. Till wc. at'. RW au. m m: S- 2151 S+ m 6 _ or 4.563' 1.063" TAtn In0 2 2 WOOD FRAME 3 FINGER JOINTED PONDEROSA PINE 28 097' 4 x 4 STEEL DOOR HINGE w f--1.077-- { `O Imo•— 1.531' ^i 42 gInEL RE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE N 33 PI nSnC Lip • LITE FRAME EXTRU0E0_I5 2.141_ F691" T Tn L f ju' NG SIDELITE 15 BOTTOM B00T 0.09" EXTRUDED VINYL WALL O u 14LASTE"ha) FILE O co 1.077" In 0 00 f $ S o I I oWo 1.531, --I O F--- .526" SmFLO'F BI ANK SIDF STILE 36 2 713' 3: 2 FINGER JOINTED PONDEROSA PINE 7CM (THERM.• TRU'S ppLYPROPI<NE) cep a OPLASTIC LIP LITE FRAME 34 EXTRUDED TCM 1.531- — OFC. TOP RAIL WOOD COMPOSITE 1.264' TT N ^' h N FC 1 eTCH SIDE STII F COMPOSITE o L =1 i O4 FC. WOOD HINGE SIDE STILE 5.75" n tn 5 `• : FG BOTTOM RAIL n SFI F ADJUSTING SADDLE THRESHOLD W000 COMPOSITE ALUMINUMNINYL .045" WALL ALUM, 19 80' THK, WALL VINYL TYP. 0 1 0SS BOTTOM RAIL W000 COMPOSITE 4-- 2.375 —1 1 In d n o 30 W000 LOCK BLOCK FINGER JOINTED PONDEROSA PINE 813.654.3831 0 08 10 0' AM N.T.S I er. TJH C. en RW www<: NO. S-2151 m 7 or & 1 FIBER UISSIC DOOR SKIN .110' MAL THC FgERQASS BY DO WA-= rAh ' W stmrvth F min 4000 psi FIBERGLASS RAIL I. 1 x .94 nvw-TRU N000 Cp(POSI- NT100 3 iC SRF -iRU 11000 COM"0617 IMI x I I09 N90D COUP0911 4 5 PC Ma (TWW-TRU. PONXROM PK 1 I + I209 FC BOTTOM RAIL I.331 x 125 THD?M4-TRD M000 COYPOStIE WOOD N'w R L 1.9103. FOAM 7 SHORT REACH COMPRESSION WFAMERSIRIP -TRU FOAM B L04C REACH COMPRESSION WAIHMfFP -m FOAM 9 10 4 x 4 HIND .097 THK. ERMA-TRU 110 x 3 4 . PFH WOOD to Frans STEEL If SS. BWIOM IWL ISJI r 9/ MJitN-IRU 1 1 10 x G. PFH 8 x t PFH WOOD ST L 14 1 TAPCON ANCHOR CO 2.0 MIN. LG. NTEELL 1 09 EXTRUDED VINYLILBOTTOMBOOT.090 16 1 17 1 2x INNER WOOD BUCK MAX 1 4 HIM MATERIALWOOD W000 1 JKWIKSET 1 TITAN 700 SERIES PASSAGE LOCK ALUM O D 0 WOOD 21 125- SPW J%W lIttXUR-IM FUMM 1plhg.W 23 KWIKSET TITAN 7 SERIEj DEAD 7 4 25 ASTRAGAL WINDAMBER It WR56T . 2 WALLE IN 1 2 INSULATED TEMPERED G1A55 UM. 606 -T6 G S y5 -TRU P!E 1.1 x I. I WOOD 27 8 x 1 LC. PANHEAD SHEET hLETAL SCREW STEEL B 29 WSWING ODOR BOTTOM SWEEP WOOD 3 31 WOOO BLOCK 2375 r 1.515 P01>OfRRSA CH 1, r I t W 0 N1100 tIT ULAR I STIK-0 TAPE PLASTIC LIP LITE FRAME -TRU STS 4 4.563 x 1.23 BLANK JAMB TRU PONDEROSA PINE TCM 00 SOELRE SOE STU -DN 1XI r .636 POIQROSA POfE 7 110 x 1 3 4 G. PFH WOOD SCREW SS. RIP RAIL 1331 1. W N-TAU DOW OTFUSM ItD IT 40 NOT USED SI N CAU SILICONE 41 18-10 x 1 1121 PL4S REW FOR 34 42 MW TOP R Ulm RAC WOOD 43 IS x 2 LG. PFH WOOD SCREW a L SS. TOP RAIL WOOD COMPOSITE t.316" 592' T179 N H NPR N W RSTRIP FOAM CELL CORE W NYl JACKET 3" in N cc r'OMPRFccION WEaTHERcTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357" DIA. ASTRAGAL DRILL TRU FOR A /8 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINOJAMBER II WR68T STRIKE PLATE 31 -1.531' -- S LATCH SIDE ML E COMPOSITE 1.531' 1.316" h I 26 cc WOOD HINGE SIDE S71 GALpASTRA( 2HAS BOLTS O BOTTOM 1 BOLTS O TOP 1. 76T 24 WINDJAMBER II WR687 ASTRAGAL ( ALUMINUM .052" WALL TYP.i 1ttL MATERIAL: C/R , 1 do YELLOW CH 0 ti a N O 0o LnOco Oou: n W 0 3Qco we a bq -: S Xz Z un U yWZCH R f 813.554. 3831 V-xt- N.T.S. 1 Mr. rt: TJH j t1 1 I'. ,IL5` ^' ptlC tn: RW oturrc No: S-2151 JLIN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P.02 S Fk)dda D=dffs June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "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 1/2" are acceptable as non-structural attachments when the window, door or mullion is installed using 'a 3/16" concrete screw with a minimum embedment on 1 1,4'. Concrete Masonry Units should have a wall thickness of 1 Y4- and a precast sill's thickness will exceed 1 `A'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 V4" 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 '/.a'. Therefore, for Florida. Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 1/2" 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 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE ramoruso.oe@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 61G15-23,001, F_A-C. A rubber stamp seal was -also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. n1e: 2=-LTR. RL-009 11111111111/ J. Q V P 1 FIC,4; fo F Al PTA i/JAL. :Q Z v 2540 Jarrett Lane, Sanford, FL 32771-1600 9 (407) 323-3300 • Fax (4o7) 322-3337 2 mo awo nv iv 17-0 Wcp A29 8MLmEn m WMMW mm. FV& wssoias ca g T ate. o A^ FF ai zC 62 O n y n= 2 a 7C w om e box h el l ij, a 00 1 v cp cm v ZiQ IS! z7-0-o i i a I 8ae:415 II p3 L 4 Z N 5390690 0 coZ i" k Qaa O of HANGER LEGEND o TYPE OESCRPT/ON W oI1fk/S ?8 YED/!/AI OlJ1Y - ROOF 1 1" HM+628-22-PLY nWM-ROOF O ADD FILLER Ll GRADE ECEO_LUMBER W TO FILL p OUT HANGER p Nj W) Universal Forest Products tt9 Re: 54600827 Centex Homes Orlando 2509 A & B 2nd Floor 152 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53907903 FT1 53907903 FT2 53907903 FT3 53907903 FT4 53907903 FT5 53907903 FT6 53907903 FT7 53907903 FG7 53907903 FT8 53907903 FT9 53907903 FT10 53907903 FT11 53907903 FT12 53907903 FT6A Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 5/6/2004 7 !< Joh n•M'. Presley License # 5 86 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 ('ax: (336) 476-9146 Job Truss Truss Type Oty Ply Centex-Orlando/2509 2ndlsk/3-31-3, 53907903 FT1 FLOORaowwww-- 1 1 Job Reference(optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 1213:07:31 2003 Page 1 I scale .1:34. Us FP= A B C D E F O H I J K L M N O P O R K 1 1 1 1 1 1 1131 1 1 E1 1 1 41 E 1 1 A q1d 3x4 = 3xe FP= 3x4 = 20-10-8 r 20-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 2451193 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 Well = 360 Weight: 92 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 cc pudins, 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) AJ=52/20-10-8, S=29/20-10-8, AI=147/20-10-8, AH=147/20-10-8, AG=147/20-10-8, AF=147/20-10-8, AE=147/20-10-8, AD=147/20-10-8, AC=145/20-10-8, AA=145/20-10-8, 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=153/20-10-8, T=116/20-10-8 Max Horz AJ=6(load case 1) FORCES (lb) - First Load Case Oniy TOP CHORD AJ-AK=-48, A-AK=-48, S-AL=-23, R-AL=-23, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, IJ=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-0=-6, O-P=-6, P-O=--6, O-R=-6 BOT CHORD AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=O, AD-AE=O, AC-AD=O, AB-AC=O, AA-AB=6, Z-AA=6, Y-Z=6, X-Y=6, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6 WEBS B-Al=-133, C-AH=-134, D-AG=-133, E-AF=-133, F-AE=-133, G-AD. 133, H-AC=-133, J-AA=-133, K-Z=-133, L-Y=-133, M-X=-133, N-W=-134, O-V=-132, P-U=-138, 0-T=-108 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requirgs 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 cc. 5) 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. 6) 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 purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 7 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT1 Job Truss Truss Type Oty Ply Centex-Orlando/2509 2nMsk/3-31-3, 53907903 FT2 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 May 12 13:07:32 2003 Page 1 If 1-3-0 1-4-8 Scale • scale _ 1:34. 5x4 = 3x4 = 5x4 = 1.5x3 = 3x5 = 3x8 FP= 3x4 = 1.5x3 II 3x4 = 3x4 = 30 = 3x5 = 1. 5x3TO = A B C D E F O H I J K x Y 91v v U T S R O P O N M 3x4 = 5x5 = 3x5 = 3x4 = 3x4 = 1.5x3 11 3x10 MII18H FP= 3x4 = 3x5 = 5x5 - 3x4 - 3x4 = 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 G:0-1-8 Ede K:0-1-8 Ede S:0-1.8 Edgel LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.45 Q-R >555 TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.61 O-R >405 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/defl = 360 Weight: 108 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-3-11 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) L=1128/0-3-8, W=1128/0-8-0 FORCES ( Ib) - First Load Case Only TOP CHORD W-X=-1122, A-X=-1121, L-Y=-1123, K-Y=-1121, A-B=-1162, B-C=-2934, C-D=-4088, D-E=-4088, E-F=-4800, F-G=-4800, G-H=-4704, 1-1-1=-4103, IJ=-2930, J- K=-1164 BOT CHORD V-W=58, U-V=2195, T-U=3641, S-T=4530, R-S=4800, Q-R=4800, P-O-4548, O-P=4548, N-0=3636, M-N=2196, L-M=58 WEBS K-M=1503, A-V=1501, J-M=-1436, B-V=-1436, J-N=1021, B-U=1028, I-N- 982, C-U=-983, 1-0=649, C-T=622, H-O=-620, E-T=-615, H-0=216, E-S=366, G- Q=-131, F-S=-161, G-R=-78 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 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 purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shopp No: 53907903 Contractor/ Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT2 Job Truss Truss Type Oty Ply Centex Odando/2509 2nrysk/3-31-3, 53907903 FT3 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 May 12 13:07:32 2003 Page 1 I Scale _ 1:20. A a C D E F G H K 0 3x4 = 3x4 - 12-10-0 12-10-0 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 L n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 58 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=52/12-10-0, L=27/12-10-0, U=148/12-10-0, T=147/12-10-0, S=147/12-10-0, R=147/12-10-0, 0=147/12-10-0, P=147/12-10-0, 0=145/12-10-0, N=153/12-10.0, M=113112-10-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-48, A-W=-48, L-X=-21, K-X=-21, A-B=-5, B-C=-5, C-D=-S, D-E=-5, E-F=-5, F-G=-S, G-H=-5, H-6-5, IJ=-5, J-K=-5 BOT CHORD U-V=5, T-U=5, S-T=5, R-S=5, O-R=5, P-05, O-P=5, N-0=5, M-N=5, L-M--5 WEBS B-U=-133, C-T=-134, D-S=-133, E-R=-133, F-O_-133, G-P=-134, H-0=-132, I-N=-139, J-M=-107 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 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT3 Job Truss Truss Type Qty Ply Centex-Odando/2509 2nd jsk/3-31-3 , 53907903 FT4 FLOOR.. x 1 1 Job Reference tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Mon May 12 13:07:33 2003 Page 1 I I 1-3-0 1-2-0 Scale 1:11. 1.5x3 = 30 = 3x4 = A 3x4 = B C 3x4 = D 1.5x3 = K 1.,9 1 11 1 L 3x4 = 1.5x3 11 1.50 11 3x4 = I H O F E 3x4 = 3x4 = 1-6-0 2-9-0 4-2-0 5-5-0 6-11-0 6-11-0 Plate Offsets X Y : 13:0-1-8 Ede C:0-1-8 Ede D:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.01 H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.01 H >999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, 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) J=360/0-8-0, E=360/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD J-K=-355, A-K=-354, E-L=-355, D-L=-354, A-B=-283, B.C=-530, C-D=-283 BOT CHORD W=18, H-1=530, G-H=530, F-G=530, E-F=18 WEBS D-F=360, A-1=360, C-F=-336, B-6-336, B-H=11, C-G=11 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 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing odes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT4 Job Truss Truss Type Qty Ply Centex-Orlando/25092ndfjsk/3-31-3, 539079 33 FT5 I 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 May 1213:07:33 2003 Page 1 1-- OF 11-0 Scale: Mr-1 5x4 = 3x4 = 5x4 = 1.5x3 = 3x4 = 3x4 = 3x6 FP= 1.5x3 II 1.5x3 II 3x4 = 3x4 = 3x4 = 1.5x3TI = A B C D E F O H TV I J K w x o i U. T S R.Q P O N M 3x4 = 5x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x10 M1118H FP= 5x5 = 3x4 = 3x4 = 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 Ed a 0:0-1-8 Ed a R:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.32 Q-R >706 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.44 O-R >514 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 Well = 360 Weight: 100lb 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=-1029, A-W=-1028, L-X=-1029, K-X=-1028, A-B=-1057, B-C=-2631, C-D=-3604, D-E=-3604, E-F=-4051, F-G=-4051, G-H=-4051, H-1=-3604, IJ=-2631, J-K=-1057 BOT CHORD U-V=53, T-U=1991, S-T=3245, R-S=3935, Q-R=4051, P-0=3935, O-P=3245, N-0--3245, M-N=1991, L-M=53 WEBS A-U=1364, B-U=-1300, B-T=890, C-T=-854, C-S=498, E-S=-461, E-R=158, K-M=1364, J-M=-1300, J-N=890, I-N=-854, I-P=498, H-P=-461, H-Q=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 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT5 Truss Type Oty Ply Centex-Orlando/2509 2nd/jsk/3-31-3, 1= 1obTruss FT6 FLOOR - 3 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 1213:07:34 2003 Page 1 1-3-0 1-0-0Ir Scale: 3/8"-1 5x4 = 3x4 = 5x4 = 1.5x3 = 3x4 = 3x4 = 3x8 FP= 1.50 II 1.5x3 II 3x4 = 3x4 = 3x4 = 1.5x3 = A B C D E F O H I J K w 1Px 1 U T S R O P O N M 3x4 = 5x5 = 3x4 = 3x4 = 3x4 = 3x4 = 300 M1118H FP= 3x4 - 5x5 - 3x4 - 3x4 = 1-6-0 4-0.0 6-6-0 9-0-0 10-3-0 12-9-0 15-3-0 17-9-0 19-3-0 19-3-0 Plate Offsets X Y : A:Ed a 0-1-8 K:0-1-8 Ede 0:0-1-8 Ede R:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.33 Q-R >697 TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.45 Q-R >508 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 Vdefl = 360 Weight: 100 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) V=1039/0-3-8, L=1039/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1034, A-W=-1032, L-X=-1034, K-X=-1032, A-B=-1062, B-C=-2646, C-D=-3628, D-E=-3628, E-F=-4086, F-G=-4086, G-H=-4086, H-I=-3628, IJ=-2646, J-K=-1062 BOT CHORD U-V=53, T-U=2001, S-T=3265, R-S=3964, Q-R=4086, P-0=3964, O-P=3265, N-0=3265, M-N=2001, L-M=53 WEBS K-M=1371, A-U=1371, J-M=-1306, B-U=-1306, J-N=896, B-T=896, I-N=-860, C-T=-860, I-P=505, C-S=505, H-P=-468, E-S=-468, H-Q=166, E-R=166, F-R=-95, G-O=-95 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 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 purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT6 Job Truss Truss Type Oty Ply Centex-Oriando/2509 2ndi]sk/3-31-3 , 53907903 FT7 FLOOR 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 12 13:07:34 2003 Page 1 130 ; ' 1, Scale _ 1:25.1 5x4 = 5x4 = 1.5x3 = 3x4 = 3x4 = 1.5x3 II 3x4 = 3x4 = 3x4 = 1.5x3 = A B C D E F O H R lyl S 9Y P O N M L K J 3x4 = 5x4 = 30 = 3x4 = 1.5x3 II 3x4 = 3x4 = 5x4 = 30 = 1-6-0 4-0-0 6-6-0 8-0-8 9-3-8 1 1-9-8 14-3-8 15-9-8 15-9-8 Plate Offsets X Y : A:Ed a 0-1-8 E:0-1-8 Ede H:0-1-8 Ede 19:0-1-8 Edge] LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) Well 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 0.84 Vert(TL) -0.23 L-M >797 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 Vdefl = 360 Weight: 83 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) 0=849/0-3-8, 1=849/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD O-R=-845, A-R=-844, I-S=-844, H-S=-843, A-B=-851, B-C=-2025, C-D=-2719, D-E=-2719, E-F=-2622, F-G=-2040, G-H=-846 BOT CHORD P-0=44, 0-P=1592, N-0=2449, M-N=2719, L-M=2719, K-L=2470, J-K=1587, IJ=44 WEBS H-J=1091, A-P=1097, G-J=-1031, B-P=-1032, G-K=629, B-0=602, F-K=-598, C-O=-590, F-L=212, C-N=366, E-L=-131, D-N=-164, E-M=-74 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT7 Job Truss Truss Type Vft Oty Ply Centex-Orlando/2509 2nclisk/3-31-3 53907903 f<G7 FLOOR . ti. 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 12 13:07:35 2003 Page 1 I 1f scale _ 1:26. 3x4 II 3x4 II 5x6 11 5x6 11 3x 6 11 3x6 11 3x6 11 3x6 11 5x6 11 5x6 11 A B C D E F O H 4E P O N M L K J 3x4 = 5x5 = 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 5x5 = 3x4 - 1-4-2 3-6-5 5-8-9 7-10-12 10-0-15 12-3-3 14-5.6 15-9-8 15-9-8 Plate Offsets X Y : A:0-0-4 0-1-8 H:0-3-0 Ed a H:0-0-4 0-1-8 LOADING (psi) TCLL 40.0 SPACING 2-0-0 Plates Increase 1.00 CSI TC 0.21 DEFL in (loc) Well Vert(LL) -0.18 M i999 PLATES GRIP TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.25 M >752 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.07 1 n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 106 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 0=1253/0-3-8, 1=125310.8-0 FORCES (lb) - First Load Case Only TOP CHORD A-O=-1246, H-1=-1246, A-B=-1183, B-C=-2876, C-D=-3869, D-E=-4207, E-F=-3869, F-G=-2876, G-H=-1183 SOT CHORD P-0=0, O-P=22081 N-0=3522, M-N=4197, L-M=4197, K-L--3522, J-K=2208, IJ=O WEBS A-P=1610, B-P=-1486, B-0=968, C-0=-937, C-N=503, D-N=-474, D-M=15, E-M=15, E-L=-474, F-L=503, F-K=-937, G-K=968, GJ=-1486, HJ=1610 NOTES (3) 1) Girder carries tie-in span(s): 4-0-0 from 0-0-0 to 15-9-8 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 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) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert: 1-0=-10.0, A-H=-151.3 A Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FG7 Job Truss Truss Type Oty Ply Centex-Orlando/2509 2ngsk/3-31-3 . 53907903 FT8 FLOOR 8 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 12 13:07:35 2003 Page 1 1 0 :iA t4 scale _ 1:33. 3x4 = 1.5x3 II 1.5x3 = 3x4 = 3x4 = 3x6 FP= 30 = 30 = 3x4 = 3x4 = 5x8 = 1.5x3 II 3x6 = A B C D E F O H I J K L AA E f, Y x w V U T s R O O N M 3x4 = 3x5 = 3x4 = 3x4 = 1.5x3 II 1.50 II 3x4 = 3x4 - 3x6 FP= 5x5 = 3x4 II 3x4 = 3x4 = 3x4 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 ,19-0-8, 20-6-8 , 20-6-8 Plate Offsets X Y : E:0-1-8 Ed a F:0-1-8 Ed a N:0-1-8 Ed a 0:0.1-8 Ed e LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.16 V-W >999 TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.22 V-W >889 BCLL 0.0 Rep Stress Incr YES WS 0.54 Horz(TL) 0.04 P n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 111 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,O-P,N-O. REACTIONS (lb/size) Z=809/0-8-0, M=-237/Mechanical, P=1653/0-3-8 Max UpliftM=-382(load case 2) Max GravZ=810(load case 2), M=80(load case 3), P=1653(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA. 805, A-AA=-804, L-M=307, A-B=-802, B-C=-1915, C-D=-2416, D-E=-2416, E-F=-2471, F-G=-2109, G-H=-1199, H-1=303, 1-J=511, J-K=511, K-L=511 BOT CHORD Y-Z=42, X-Y=1503, W-X=2305, V-W=2471, U-V=2471, T-U=2471, S-T=1781, R-S=587, Q-R=587, P-Q=-1317, O-P=-1317, N-0=-511, M-N=0 WEBS I-P=-1723, A-Y=1033, 1-0=-1350, B-Y=-975, H-0 -1239, B-X=573, H-S=851, C-X=-542, G-S=-809, C-W=155, G-T=457, E-W=-75, F-T=-491, E-V=-82, F-U=102, L-N=-667, 1-0=1054, J-O=-360, K-N=144 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 382 lb uplift at joint M. 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 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 odes 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) 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 n V Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT8 Job Truss Truss TypeIFT9 Qty Ply Centex-Orlando/2509 2ndfsk/3-31-3. 53907903 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 May 12 13:07:36 2003 Page 1 I Scale . 1:33. 3x4 = 1.5x3 II 1.50 = 3x4 = 3x4 = 3x6 FP= 3x4 = 3x4 = 3x4 = 3x4 = US = 1.5x3 II 3x6 = A B C D E F O H 1 J K L AA q9 3x4 = US = 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3x4 = 3x6 FP= 5x5 = 30 II 3x4 = 3x4 = 3x4 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 19-0.8, 20-6-8 , 20-6-8 Plate Offsets X Y : E:0-1-8 Edge], F:0-1-8 Edge], N:0-1.8 Ed a 0:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TIC 0.32 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert( L) n/a - n/a BCLL 0.0 Rep Stress Incr YES WS 0.04 Horz(TL) 0.00 O n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 111 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 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) Z=87/20-6-8, M=57/20-6-8, P=199/20-6-8, Y=180/20-6-8, 0=174/20-6-8, X=305/20-6-8, S=293/20-6-8, W=19320-6-8, T=195/20-6-8, V=143/20-6-8, U=138/20-6-8, N=168/20-6-8, 0=8520.6-8 Max Horz Z=88(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-83, A-AA=-83, L-M=-51, A-B=16, B-C=21, C-D=B, D-E=8, E-F=-48, F-G=9, G-H=30, H-1=27, 1-J=9, J-K=9, K-L=9 BOT CHORD Y-Z=-83, X-Y=41, W-X=30, V-W=-40, U-V=-40, T-U=-40, S-T=28, R-S=19, 0-R=106, P-0=9, O-P=9, N-0=-9, M-N=0 WEBS I-P=-185, A-Y=-28, 1-0=-47, B-Y=-201, H-0=-185, B-X=-208, H-S=-189, C-X=-192, G-S=-202, C-W=-174, G-T=-174, E-W=-76, F-T=-77, E-V=-133, F-U=-128, L-N=-12, 1-0=-23, J-0=-60, K-N=-147 NOTES (4-5) 1) Gable requires continuous bottom chord bearing. 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 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 names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT9 Job Truss Truss Type Oty Ply Centex-Orlando/2509 2ndTsk/3-31-3 , 53907903 FT10 FLO O" R , .._ Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 1213:07:36 2003 Page 1 I 1f scale _ 1:29. 5x4 = Sx4 = 1.5x3 = 3x4 = 3x4 = 3x4 = 1.5x3 II 3z4 = 3x4 = Us FP= 3x4 = 1.5x3 = A a C D E F O H 1 J V lyl W1w o 1 T S R 0 P O N M L rd 3x4 = 5x4 = 3x4 = 3x6 FP= 1.Sx3 II 3x4 = 3x4 = 3x4 = 5x4 = 3x4 = 3x4 = 1-6-0 4-0-0 6-6-0 7-9-0 9-0-0 11-6-0 14-" 16-6-0 18-0-0 18-0-0 Plate Offsets X Y : A:Ed a 0-1-8 D:0-1-8 Ede J:0-1-8 Ede 0:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DFFI. in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.25 O 836 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.89 V@R(TL) -0.35 N-0 604 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 K n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Udell = 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 REACTIONS (lb/size) U=970/0-8-0, K=970/0-3-8 FORCES (lb) - First Load Case OnlyTOPCHORDU-V=-965, A-V=-964, K-W=-965, J-W= 964, A-B=-984, B-C=-2427, C-D=-3264, D-E=-3558, E-F=-3558, F-G=-3269, G-H=-2426, H-1=-2426, I-J=-984 BOT CHORD T-U=50, S-T=1853, R-S=2973, Q-R=2973, P-O=3558, O-P=3558, N-O=3532, M-N=2974, L-M=1853, K-L=50 WEBS J-L=1270, A-T=1270, I-L=-1208, B-T=-1209, I-M=797, B-S=798, G-M=-763, C-S=-759, G-N=410, C-Q=406, F-N=-367, D-O=-399, F-0=35, D-P=29, E-0=-21 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 ANSVrl?I 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" 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 andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT10 aim l® Job Truss Truss Type _. Oty Ply Centex-Orlando/2509 2ndrisk/3-31-3 53907903 FT11 FLOOR 11 1 Job Reference(optional) Universal Forest Prooucts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Mon May 12 13:07:37 2003 Page 1 10-90-9-10 0-9-100-9-10 Scale - 1:28. 3x4 = 3x4 = 3x4 = 1.5x3 = 1.5x3 = 3x4 = 3x4 = 3x8 FP= 1.5x3 II 3x4 = 3x4 = 3x8 = 1.5x3 = A B C D E F O H I J W Y q 7 X U T S R O P O N L K 3x4 = 3x5 = 3x4 = 3x4 = 1.5x3 II 3x4 = 3x8 FP= 3x5 = 3x4 II 3x4 = 1.5x3 11 3x4 = 1-6-0 4-0-0 6-6-0 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 17-1-12 , 17-1-12 Plate Offsets X Y : E:0-1-8 Ede J:0-1-8 Ede 0:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.14 R-S >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.20 R-S >918 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 VdeFl = 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, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: M-N,L-M. REACTIONS (lb/size) V=809/0-8-0, M=1036/0-3-8 Max GravV=818(load case 2), M=1036(load case 1) FORCES (lb) - First Load Case Only TOP CHORD V-W=-805, A-W=-804, K-X=7, X-Y=7, J-Y=7, A-B=-802, B-C=-1914, C-D=-2417, D-E=-2417, E-F=-2476, F-G=-2476, G-H=-1828, H-I=-698, I-J=49 BOT CHORD U-V=42, T-U=1503, S-T=2303, R-S=2476, Q-R=2476, P-0=2241, O-P=1402, N-0=1402, M-N=-90, L-M=-97, K-L=0 WEBS I-M=-1007, A-U=1033, I-N=1052, B-U=-975, H-N=-979, B-T=572, H-P=592, C-T=-541, G-P=-575, C-S=159, G-0=320, E.S=-81, E-R=-93, F-0--120, I-L=78, 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 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 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 u t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT11 1. W Job Truss Truss Qty Ply Centex-Orlando/2509 2ndrsk/3-31-3 , 53907903 FT12 FLOOR 1 1 Job Reference(optional) Universal Forest Prooucts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:37 2003 Page 1 I Scale .1:27. 3xe FP= A B C D E F G H I J K L M N OTJ 1 E 1Et all 1 1 1 1 1 1 1 1 1 1 3x4 = 3x6 FP= 1-6-0 4-0-0 _ , 6-6-0 , 7-9-0 8-9-8 , 11-3-8 , 13-9-8 15-2-0 , 16-1-2 , 17-1-12 , 17-1.12 LOADING (psf) TCLL 40.0 SPACING 2-0-0 Plates Increase 1.00 CSI TC 0.06 DEFL in (loc) Udell Vert(LL) n/a n/a PLATES GRIP TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) We 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 Well = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puriins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-" 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, Y=144/17-1-12, W=146/17-1-12, V=147/17-1-12 U=147/17-1-12, T=147/17-1-12, S=146/17-1.12, R=151/17-1-12, 0-129/17-1-12 Max Horz AD=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AD-AE=-48, A-AE=-48, P-AF=-40, AF-AG=-40, O-AG=-40, A-B- 6, B-C=-6, C-D=-6, D-E=-61 E-F=-6, F-G=-6, G-H=-6, H-I=-6, W=-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, P-0=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-Q=-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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT12 Job Truss 53907903 FT6A F A 1.5x3 II 1.5x3 = FLOOR 12 11 IJob 5.000 s Feb 20 2003 MF B 3x4 = i-31-3 . ay 12 13:07:38 2003 Page 1 C 1.5x3 II 1.5x3 = Scale - 1:7. G 3^0 3-6-0 Si 30 _9-0 1 LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code fBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) E=186/0-3-8, D=186/0-3-8 CSI DEFL in (loc) Vdefl PLATES GRIP TC 0.16 Vert(LL) n/a n/a TL20 245/193 BC 0.11 Vert(TL) -0.02 D-E >999 WB 0.04 Horz(TL) 0.00 D n/a Matrix) 1st LC LL Min Vdefl = 360 Weight: 23 lb BRACING TOP CHORD Sheathed or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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) 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 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 0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT6A N. Universal forest Products Re: 54600594 Centex Homes Orlando 2509 B Roof 152 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906902 H1 53906902 H2 53906902 H3 53906902 H4 53906902 H5 53906902 H6 53906902 T7 53906902 T8 53906902 H9 53906902 H10 53906902 H11 53906902 H12 53906902 H13 53906902 H14 53906902 HJ7 53906902 EJ7 53906902 H18 53906902 H19 53906902 G17 53906902 HJ2 53906902 EJ2 53906902 G15 53906902 HJ3 53906902 EJ3 53906902 H1G 53906902 CJ5 53906902 CJ3 53906902 CA Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL Wind: ASCE 7-98 per FBC2001; 110 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 4"7 5/6/2004 7he M. Presley Licens # 53886 eal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. 10 Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146 russ Truss Type I Oty I Ply I Centex-Orlando/2509-A1,•sk/3-31-3 , 53906902 1-11 HIP ucts,lnc., Burlinqton, NC 27215, Jeff Kerr 5.000 s 11-0- 4-6-5 i 7-0-0 } 12-1-1 17.0-621-11-10 26-10-15 32-0-0 i 36- 0-0 1 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 5. 00 12 500 = 700 = 3x6 = 5x8 = 3x6 = E F O T7 T3 3x6 = asp _ c 2 W2W2 J 1 82 83 W 5x6 = 5x10 M1118H= 5x6 = P 0 N M Sx8 = 5x6 = 5x6 = 5x10 M111814= 5x10 = 5x6 = T4 i f K 5x7 = 3x4 = 7-1. 12 12-1-1 17-0-6 21-11-10 1 26-10- 15 1 31-10. 4 36.0-0 1 1 7.1- 12 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,EdgeL[D:0 7 0 0 2 4][F:0-4 0,0 3-0]t[I:0 7 12 0-2-8 ] LOADING (psf) SPACING 2-0-0 CSI DEFL Vert(LL) in 0. 88 loc I/ deft O-P > 486 PLATES TL20 GRIP 245/ 193 TCLL 20. 0 Plates Increase 1.25 1.25 TC 0. 96 BC 0. 92 Vert(TL) 1.25 O-P >343 TCDL 10. 0 0.0 Lumber Increase Rep Stress Incr NO WB 0.78 Horz(TL) 0.19 K n/a BCLL FBC2001 Matrix) 1 St LC LL Min I/deft = 240 Weight: 214lb 9 BCDL10. 0 Code LUMBER TOP CHORD 2 X 4 SYP No.2 'Except' T2 2 X 4 SYP SS, T3 2 X 4 SYP SS BOT CHORD 2 X 6 SYP No.1 'Except* B22X6SYP 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.2 W2 2 X 4 SYP No.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) BRACING TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing. 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, I-J=-4352, J-K=-2947 BOT CHORD B- S=64071 R-S=6371, Q-R=6371, P-Q=88931 O-P=9407, N-0=7469, M-N=7469, L-M=3929, K-L-219 WEBS D-S= 332, I-L=-1018, C-S=-62, D-Q=2897, E-Q=-1216, E-P=1110, F-P=-633, G-P=507, G-O=-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: ASCE7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left andrightexposed ; 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: Requiredbearingsizeatjoint(s) B greater than input bearing size. 6) Bearing atjoint(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 mechanicalconnection (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 centrated load(s) 220.01b down and 9) con and 385ecial h01b down and 310 81b uanger(s) or pate?-0-0 onquired otop pchorrd Design for unspecified connection(s) is de egatedtto he 0 building designer. 10) Truss shall befabricatedperANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelate toaspecificbuilding. 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. 11) Right end maybeattachedto2x8So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-60. 0, D-1=-130.6, I-J=-60.0, B-K--43.5 Concentrated Loads (lb) Vert: D=-385.0 1=-220.0 L-s7tomer No: 11045 Customer Name DCENTEX ate R q 024/ 003MES RDAawDNo:53906902Fi 3906902 Contractor/Job: 2509 EL Job Truss Truss Type Oty Ply Centex -Orlando/2509-Aijsk/3-31-3. 53906902 1-42 HIP i`' 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 08:30:56 2003 Page 1 1f-0-? 5-8-14 l 9-0-0 16-0-9 22-11-7 30.0.0 } 36-0-0 i 1-0-0 5.8.14 33-2 7.0.9 6-10-13 7-0.9 6-0-0 Scale 1:62.1 5x7 = 5x7 = 5x8 = 2x3 II 5.00 12 D E T O 7 20 _ _ C \T4 5x5 1 H W3 v wi wt :771 w A B e n o- 3x7 = O N M L K J I 3x6 = 3x8 = 3x6 = 3x8 = 5x6 = 2x5 II 3x8 = 9-1-12 16-0.9 22.11-7 29-10.4 36-0-0l I 9-1.12 6-10.13 6.10-13 6-10-13 6-1-12 Plate OffsetsQX,Y)_[D:0-5-4,0-2-8]t[E:0-4-0,0-3-0]L[G.0-5.4,0-2.8] LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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 Incr NO WB 0.57 Horz(TL) 0.11 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-12 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 REACTIONS ( lb/size) B=1498/0-3-8, 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-B=22, B-C=-3061, C-D=-2820, D-E=-3380, E-F=-3173, F-G=-3173, G-H=-2151, H-1=-1361 BOT CHORD B-O=2764, N-O=2587, M-N=2587, L-M=3391, 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, E-L--251, G-L-1427, H-J=1789 NOTES ( 5-6) 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 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 B and 395 lb uplift at joint I. 5) 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 only and are not part of the review or certification of the truss designer. i) 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. LUAU L:ASt(b) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/ Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H2 Job Truss Truss Type _ Y r Oty Ply Centex -Orlando/2509-A,jsk/3-31-3• 53906902 Fb ROOF USS 1 1 Job Reference {optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2063 MiTek Industries, Inc. Wed Apr 23 08:30:57 2003 Page 1 11-0-6-5-3 11-0-0 1 25-0.0 1 29-6-13 } 36-0-0 I 1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 Scale - 1:61. 5x6 = 2x3 II 5x6 = 0 E F 5.00 [ 12 72 2x3 N, 2x3 i c W2 W2 3 Q wa wa d H A 9 B, e1r71-yyd _ 'd 3x7 = M L K J I 3x7 = 3x6 = 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,YL[D:0-3-0,0-2-4j_[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 0.45 Vert(LL) 0.22 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.43 K-M >999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 167 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-14 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/Mechanical, B=1498/0-3-8 Max Horz B-131(load case 4) Max UpliftH=-328(load case 3), B=-382(load case 2) FORCES (lb) - First Load Case Only 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=23711 J-K=23741 I-J=2374, H-1=2761 WEBS C-M--309, D-M-432, F-1=440, G-I=-315, E-K--443, D-K-549, F-K=544 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 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 ; 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 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 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 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:53906902H3 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A,jsk/3-31-3- 53906902 H4 ROOF TRUSS 1 1 Job Reference (optional Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2063 MiTek Industries, Inc. Wed Apr 23 08:30:58 2003 Page 1 11- 6-5-3 1 13-0-0 + 23-0-0 29-6-13 36-0-0 I 1-0-0 6-5-3 6-6-13 10-0-0 6.6-13 6-5-3 Scale - 1:61. 5x6 = 2x3 II 5x6 = D E F T2 5.00 12 3 20 \ W2CW3 I i W2/ W3 GT3 w\ / Wa H A a B.1 9.7 lado 30 = M L K J I 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = I 9-3-14 l 18-0-0 26-8-2 36-0-0I 9-3-14 8.8-2 8-8-2 9-3-14 Plate Offsets Q Y-jD:0-3-0,0-2-4jJF: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 Well = 240 Weight: 171 lb LUMBER 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 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-13=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, K-L=2174, J-K-2176, I-J=2176, H-1=2788 WEBS C-M=-394, D-M=552, F-1=560, G-1=-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; 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 ; 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 319 lb uplift at joint H and 389 lb uplift at joint B. 5) 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 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 1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H4 Job Truss Truss Type Cty Ply Centex -Orlando/2509-Arsk/3-31-3. 53906902 N5 ROOFTRUSS-- - ---' "'- "'- 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2063 MiTek Industries, Inc. Wed Apr 23 08:30:58 2003 Page 1 11.0-4 6-5-3 i 11-10-14 } 15.0-0 i 21-0-0 , 24-1-2 i 29-6-13 36-0.0 1-0-0 6-5-3 5-5-10 3.1.2 6.0.0 3-1.2 5-5-10 6-5-3 Scale o 1:61. 5.00 F12 5x6 = 5x6 = F 5x8 E T 5x8 D T2 T2 O 2x3 N / 1 IN 2x3 ii C W3 W2 W2 3 H T1 T (b W4 W4 I A 8 at B.1 td 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 5x10 = 3x8 = 3x6 = 9-3-14 18-0-0 26-8-2 36-0-0 r 1 1 1 9.3-14 8-8-2 8-8.2 9-3-14 Plate Offsets K Y)_[D:0-4-0,0-3-0],[E:0-3 0,0-2-4],[F:0-3-0,0-2-41,[G:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell 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 Incr YES WB 0.66 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 TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. REACTIONS (lb/size) B=1498/0-3-8, 1=1427/Mechanical Max Horz B=168(load case 4) Max UpliftB=-413(load case 4), 1=-343(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3063, C-D--2770, D-E=-1983, F-G--1983, G-H--2778, H-I=-3073, E-F--2021 BOT CHORD B-N=2768, M-N=2265, L-M=2265, K-L=2268, J-K=2268, I-J=2779 WEBS C-N--371, D-N=496, G-J=5041 H-J=-377, E-L-505, F-L=504, G-L=-596, D-L=-593 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL-6.Opsf; BCDL=6.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 joint B and 343 lb uplift at joint 1. 5) 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H5 Job Truss Truss Type Oty Ply Centex-Orlando/2509-P.jsk/3-31-3 53906902 JH6 ROOF -TRUSS_ 1 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 08:30:59 2003 Page 1 i1-0-Q 6-5-3 11-10-14 17-0-0 19.0.0 }_ 24-1-2 29.6.13 } 36-0-0 i 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. 5.00 12 5x6 = 5x6 = E F 5x8 - T2/ T2 5x8 D O 1 w 2x3 , / 2x3 ii c W3 W2 W2 H ri 71 7 4 Wa I y A 9 &.1 87 Ig 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 5x12 = 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],[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/defl 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 Increase 1.25 BC 0.78 Vert(TL) -0.38 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 183 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. 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--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, I-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 been considered for this design. 2) 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 ; 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 435 lb uplift at joint B and 364 lb uplift at joint I. 5) Truss shall be fabricated per ANSIfFPI 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. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H6 Job Truss Truss Type Oty Ply Centex -Orlando/2509-Ask/3-31-3. 53906902 1'7 IROOFTRUSS 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 08:30:59 2003 Page 1 11-0-6-5.3 + 11.10-14 18.0.0 1 24-1-2 1 29-6-13 1 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 a 1:60.1 5x6 = 5.00 12 E 5x8 7: 12/ 5x8 p F Y 20 / 2x3 3cW3W2W2 G T-1 T W4 W4 B / H bA 1 - H7 io 3x7 = M L K J I 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 1 9.3-14 18.0-0 26-8.2 36-0-0iI 1 9.3-14 8.8.2 8-8-2 9-3-14 Plate Offsets X Y)_[D:0-4-0,0-3-0L[F: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 0.44 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 Incr YES WB 0.80 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 Matrix) 1 st 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 directly 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 case 4) Max UpliftB=-444(load case 4), H=-374(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3056, C-D--2773, D-E=-1944, E-F=-1944, F-G=-2781, G-H=-3066 BOT CHORD B-M-2760, L-M=2281, K-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; 11Omph; 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 B and 374 lb uplift at joint H. 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. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T7 Job Truss Truss Type - - - Oty Ply Centex -Orlando/2509 -A/jsk/3 -31 -,q 53906902 JT8 ROOF TRUSS 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 08:31:00 2003 Page 1 11-0- 6-5-3 1 11-10-14 18-0-0 i 24.1.2 i 29-6.13 I 36-0-0 a7-0-p 1-0.0 6.5.3 5.5-10 6.1.2 6-1-2 5-5-10 6-5-3 1-0-0 Scale - 1:60. 5x6 = 5.00 12 E 5x8 % T2\T2 5x8 p F 2x3 2x3 i c W3 W2 W2 3 C' T-1 T-1 W4 Wd H Il7 0 0 3x7 = N M L K J 3x7 = 3x6 - 3x8 - 3x8 - 3x8 = 3x6 - 9.3-14 1 18.0.0 26-8-2 36-0-01 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets(X,Y)_[D:0-4-0,0-3-0],[F: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 0.42 Vert(LL) 0.18 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 176 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 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, H=1497/0-3-8 Max Horz 13-187(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=-2770, G-H=-3053, H-1=22 BOT CHORD B-N=2758, 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 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.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 B and 444 lb uplift at joint H. 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 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 t, Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T8 Job Truss Truss Type Oty Ply Centex -Orlando/2509-Afsk/3-31-3 53906902 I19 ROOF TRUSS 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 08:31:00 2003 Page 1 11-0 - 6.5-3 11-10-14 17-0-0 19-0-0 , 24-1.2 29-6.13 36.0-0 a7-0-0i 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 a 1:61. 5.00 12 5x6 = 5x6 = E F T3 5x8 T2 5x8 T2 D O 1 2x3 J 2x3 i O W2 W2 3 H n T•t T1 W4 wd dlA a et \ J fydo 3x7 = O N M L K 3x7 = 3x6 = 3x8 = 5x12 = 3x8 = 3x6 = 1 9.3-14 1 18 -0-0 26-8.2 36-0-0 1 1 1 9.3-14 8.8-2 8.8.2 9.3.14 Plate Offsets(X,Y)_[D:0-4-0,0-3-OjJE:0-3-0,0-2-4j_[F:0-3-0,0-2-4],[G:0-4-0,0-3-0j 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) 0.17 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 0.74 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, 1-1497/0-3-8 Max Horz B=-178(load case 5) Max UpliftB=-434(load case 4), 1=-434(load case 5) FORCES (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, 1-J=22, E-F--1809 BOT CHORD B-0=2759, N-0=2275, M-N=2275, L-M=2275, K-L=2275, I-K=2759 WEBS C-0=-353, D-0=484, G-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; 11Omph; 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 434 lb uplift at joint B and 434 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H9 Job Truss Truss Type Oty Ply Centex-Orlando/2509-A jsk/3-31-3. 53906902 H10 ROOE.TRUSSq;`''' 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 11-0 6.5-3 11 10-14 } 15 0 0 i 21.0.0 24.1-2 29-6.13 36-0-0 I 1.0-0 6-5-3 5-5-10 3-1-2 6-0.0 3.1.2 5-5-10 6-5-3 1-0-0 Scale . 1:61. 5.00]12 5x6 = 5x6 = F 5x8 ' E T3 5x8 D / L T2 G 2x3 2x3 c W3 W2 W2 3 H T-1 T b W4 W4 aA o d 3x7 = O N M L K 3x7 = 3x6 = 3x8 = 5x10 = 3x8 = 3x6 = I 9-3-14 1 18-0.0 26-8-2 36.0-01I I 9-3-14 8-8.2 8-8-2 9-3-14 Plate Offsets X Y)_[D:0-4-0,0-3-Oj_[E:0-3-0,0-2-4]i[F:0-3-0,0-2-4]t[G:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 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) 1st 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 REACTIONS (lb/size) B=1497/0-3-8, 1=1497/0-3-8 Max Horz B=-159(load case 5) Max UpliftB=-413(load case 4), 1=-413(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3060, C-D=-2768, D-E=-1980, F-G--1980, G-H=-2768, H-1=-3060, 1-J-22, E-F=-2018 BOT CHORD B-0=2766, N-0=2262, M-N=2262, L-M=2262, K-L=2262, I-K=2766 WEBS C-0=-371, D-0=496, G-K=496, H-K=-371, E-M-504, F-M=504, G-M=-593, D-M=-593 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-251t; 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 413 lb uplift at joint B and 413 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H10 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A.jsk/3-31-3 53906902 H11 ROOFTRUSS .: 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 11-0-6-5.3 I 13-0-0 23-0.0 29-6-13 36-0-0 17-0 p 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 1.0.0 Scale= 1:61. 5x6 = 2x3 II 5x6 = D E F T2 5.00 12 2x3 2x3 i W3CW3/ 2 W2/ C, T-1 7 W4 W4/ H110ABB1 b 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 1 9-3.14 18-0-0 26.8.2 36-0-0i 9.3-14 8-8-2 8.8.2 9-3-14 Plate Offsets(X,Y)_[D:0-3-0,0-2-4]i[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 0.40 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 FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 173 lb 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 directly applied or 7-9-8 oc bracing. WEBS 2 X 4 SYP No.3 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=2775, M-N=2171, L-M=2171, K-L=2171, J-K=2171, H-J=2775 WEBS C-N--394, D-N=552, F-J=552, G-J--3941 E-L--251, D-L=282, F-L=282 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL-6.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 389 lb uplift at joint B and 389 lb uplift at joint H. 5) Truss shall be fabricated per ANSIfFPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H11 Job Truss Truss Type Qty Ply Centex -Orlando/2509-Alsk/3-31-3 53906902 H12 ROOF TRUSS. 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 08:31:02 2003 Page 1 I1 0 6-5-3 i 11-0-0 I 25-0-0 } 29-6-13 i 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 - 1:61. 5x6 = 20 II 5x6 = D E F 5.00 12 2x3 N 2x3 c 3 W2 W2 G T-1 T. _ W4 W4/ v a A d 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 - 3x6 = i 9-3-14 18-0-0 26-8-2 36-0-0111 1 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets (X,Y): [D:0-3-0,0-2-4j,[F:0-3-0,0-2-4j 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 Incr YES WB 0.23 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 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 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, H=1497/0-3-8 Max Horz B=-122(load case 5) Max UpliftB=-382(load case 2), H=-382(load case 3) 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=221 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, F-J=432, G-J=-309, E-L=-443, D-L=547, F-L=547 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.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 382 lb uplift at joint B and 382 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H12 Job Truss Truss Type Oty Ply Centex-Orlando/2509-Alsk/3-31-3 53906902 H13 , 1 1 I. 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 11.0-5-9-1 1 9-0-0 1 15-0-0 1 21-0-0 , 27-0-0 1 30-2-15 , 36.0.0 t-1 1.0-0 5-9-1 3.2.15 6.0.0 6-0.0 6.0-0 3-2-15 5-9-1 1-0-0 Scale - 1:61. 5x6 = 3x6 = 5x8 = 5x6 = 5.00 12 O E F O i3 2x3 1 _ _ 20 O H W2wi W2/ w1 v 6 T1 W\ \ / 71 1 A 81 z m - B. J laOo 3x7 = O N M L K 3x7 = 3x8 = 3x10 M1118H= 3x6 = 300 M1118H= 3x8 = I 9.1-12 } 18-0-0 , 26-10-4 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]L[F:0-4-0,0-3-0]L[G:0-3-0,0-2-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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) 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 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, 1=1497/0-3-8 Max Horz B--104(load case 5) Max UpliftB=-413(load case 2), 1=-413(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3067, C-D--2813, D-E=-2592, E-F--3350, F-G--2592, G-H=-2813, H-1=-3067, I-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, C-0=-252, H-K=-252, E-0=-825, E-M=106, F-M-106, F-K--825 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I. 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 verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H13 Job Truss Truss Type Qty Ply Centex -Orlando/2509-Afjsk/3-31-3 53906902 H14 HIP 1 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 08:31:03 2003 Page 1 11-0-4-6-5 .17-0-0i 12.6.14 1 18-0-0 23-5-2 1 29-0-0 i 31-5-11 i 36-0-0 17-0-p 1.0.6 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. 700 = 5x6 = 2x5 II 5x8 = 5x6 = 7x10 = 5. 00 12 0 E F G H I 20 T2 T3 ac3 J W1 W1 W/ W1 T- f <W3 W3 7 n 6 K A 91 B4 Ll d ; g 500 = O P O N M 5x10 = 5x6 = 5x6 = 7x10 M1118H= 5x6 = 5x6 = I 7-1-12 I 12- 6-14 18-0-0 23-5-2 28-10-4 36-0-0 I } } { 7- 1-12 5-5-2 5-5-2 5-5-2 5-5-2 7.1-12 Plate Offsets K YLIP :0-2-7,Edge]_[D:0-3-12,0-4-0]i[I:0-3-12,0-4-0], [K:0-2-7,EdgJL[O:0 5-0,0-4-8] LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 O >529 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -1.16 O >370 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.21 K n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell - 240 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Sheathed or 1-9-8 oc purlins. T3 2 X 6 SYP No.2, T2 2 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 'Except* W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 REACTIONS ( lb/size) K-3079/0-3-10 (input: 0-3-8), B=3079/0-3-10 (input: 0-3-8) Max Horz B=-86(load case 5) Max UpliftK--1129(load case 3), 8=-1076(load case 3) 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, I-M-290, C-Q=341 D-P=3247, E-P--1253, E-0-1001, F-0=-6871 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 7-98 per FBC2001; 11Omph; 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 at joint(s) K, B greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint K and 1076 lb uplift at joint B. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 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. 9) 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 1) Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-60.0, D-1=-130.6, I-L=-60.0, B-K=-43.5 Concentrated Loads (lb) Vert: D=-385.0 1=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/ Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H14 Job Truss Truss Type Oty Ply Centex-Orlando/2509-/4.fjsk/3-31-2 53906902 HJ7 ENDJACK TRUSS --. - 3 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 08:31:03 2003 Page 1 1 -1-6-8 1 5-8-3 9-1 0-1 1.6.8 5.8-3 4-1-13 Scale - 1:18. ID 3.54 12 3x4 C T1 W2 w1 a a1 x_ 3x4 = F E 20 II 20 1 5-8-3 9.9.4 9-10-11 5-8.3 4-1-1 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 0.37 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 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=435/0-3-8, E=408/Mechanical, D=222/Mechanical Max Horz B=193(load case 4) Max UpliftB=-242(load case 2), E=-64(load case 3), D=-179(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=24, B-C=-858, C-D=46 BOT CHORD B-G=8001 F-13=800, E-F=O WEBS C-G=169, C-F=-877 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint B, 64 lb uplift at joint E and 179 lb uplift at joint D. 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 verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-B=-60.0 Trapezoidal Loads (plf) Vert: B=0.0-to-E=-49.5, B=-2.2-to-D=-148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ7 53906902 ItJ7 ngton, 25 Job Reference c Industries. Inc. 3 a 3x4 = 6-11-4 Scale - 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 Incr 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: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 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/Mechanical, B=346/0-3-8, D=68/Mechanical Max Horz B=159(load case 5) Max UpliftC®-165(load case 5), 8=-75(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-62 BOT CHORD B-Dm0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL®1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint C and 75 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4° of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ7 53906902 1'H 18 I I Job Reference (optional) 20 2003 MiTek Industries, Inc. Wed Apr 23 08:43: I 10-0 5-10-8 7-0-0 1-0-0 5-10-8 1-1-8 5x4 = Scale - 1: 2x3 II 3x4 = 6-0-4 6-0-4 6.11-4 7-q-0 0-11-0 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 0.41 Vert(LL) 0.07 B-H 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.19 B-H 436 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.04 E n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 30 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=346/0-3-8, F=-126/Mechanical, E=392/Mechanical Max Horz B=148(load case 3) Max UpliftB 156(load case 4), F 126(load case 1), E=-48(load case 4) FORCES (lb) - First Load Case Only TOR CHORD A-B-22, B-C--84, C-13--2, D-E=O, D-G-592 BOT CHORD B-H=25, G-H=O, F-G=O WEBS C-1-1=419 NOTES (4) 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. 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 joint B, 126 lb uplift at joint F and 48 lb uplift a joint E. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H18 russ 53906902 N19 5.000 s Feb 20 2003 MiTek Industries, 1-0-C 1-0-0 U4 = 3-10-8 3-10-8 5x4 = 3-1.8 Scale . 1:1 6-11-4 7-9-0 2-11-0 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 0.27 Vert(LL) 0.18 B-H >442 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.33 B-H >249 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.14 E n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 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=O, D-E=O, D-G-297 BOT CHORD B-H-20, G-H=O, F-G=O WEBS C-H--226 NOTES (4) 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. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) 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 ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H19 Job Truss Truss Type Qty Ply 53906902 •G17 HIP 1 ICentex- Oriando/2509-Afisk/3-31-3 4 Job Reference(optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, 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: W-1 5.00 12 5x8 — 3x8 = 3x8 = 20 II 3x8 = 3x8 = 5x8 = B C D E3x8 = F G H I 1— 1— A J qLiB1 I$ 5x6 = R O P S O N T M L K 3x6 II 5x6 = 7x6 = 5x6 = 5x12 = 7x6 = US = 3x6 II 5x6 _ 2-7-12 4-7-13 6-7-14 8-7-15 10-8-1 12-4-0 1Z-8r2 14-8-3 16-8-4 16,a-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], [13:0-5-12,0-2-8), [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], [1-1:0-3-8,0-1-8], [1:0-6-0,0-2-8], [J:0-3-6,0-0-0), [M:0-3-0 0-3-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.54 N-0 >420 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.85 N-0 >270 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.07 J n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 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=5903/0-3-8 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, C-D=-33583, D-E=-37439, E-F=-36512, F-G=-36512, G-H=-34015, H-I=-24179, I-J=-14664 BOT CHORD A-R=16310, O-R=16606, P-0=26431, P-S=33583, O-S=33583, N-0=37439, N-T=34015, M-T=34015, L-M=24178, K-L=13691, J-K=13621 WEBS B-R=1902, I-K=453, B-0=10697, 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 connections) required 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 12-4-0, and 22.O1b down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 2) Special connection required to distribute bottom 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 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 4 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 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 chord, 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 root live loads have been considered for this design. 5) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsh BCDL=6.Opsh 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. 6) Provide adequate drainage to prevent water ponding. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2713 lb uplift at joint A and 1995 lb uplift at joint J. 8) This truss design allows for the following max. bolt holes along the member c1lines spaced a min. of 0-6-0 apart: 0.500in in the top chord, 0.500in in the bottom chord. 9) 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 chord, 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. 10) Truss shall tie 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 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: A-B=-60.0, B-D=-60.0, D-6-98.0, IJ=-60.0, A-S=-734.0, S-T=-746.0, K-T=-34.0, J-K=-20.0 Concentrated Loads (lb) Vert: 1=-65.0 K=-22.0 T=-3075.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G17 53906902 111,12 I JACK 1-5-0 3-5-11 Scale - 3.54 12 Ti B1 A x 3.1 = 3-5-11 3-5-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.04 A >446 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-5-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=39/Mechanical, B=159/0-3-8, D=20/Mechanical Max Horz B=63(load case 2) Max UpliftC=-38(load case 5), 8®-173(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, 8-Cm-17 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint C and 173 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-B-60.0 Trapezoidal Loads (plf) Vert: 8--2.4-to-C=-55.7, B=0.0-to-D=-18.6 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ2 53906902 !EJ2 5.000 s Scale - 1:7 2-5-4 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 0.02 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: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-0 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/Mechanical, B-178/0-3-8, D-23/Mechanical Max Horz B=62(load case 5) Max UpliftC--54(load case 5), B--87(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C-16 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint C and 87 lb uplift at joint B. 3) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ2 Job 53906902 rG15 I MONO ,TRI SS11 11 Job Reference Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. 3 2x3 II 2- 6-0 2- 0-0 2-64 2- 0-0 0.6-0 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 Increase 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 Incr NO WB 0.00 Horz(TL) 0.00 C. n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft o 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 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) A=141/0-3-8, C=366/Mechanical Max Horz A-51(load case 3) Max UpliftA 33(load case 4), C 102(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-8=21, B-Cm-66 BOT CHORD A-D®0, C-D=O NOTES ( 4-5) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; 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 33 lb uplift at joint A and 102 lb uplift at joint C. 3) Special hanger(s) or connection(s) required to support concentrated load(s) 331.01b down and 113.81b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 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. 5) L26R: Right end may be attached to 2x6 So. Pine or larger BC of two or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-C=-20.0, A-13 -60.0 Concentrated Loads (lb) Vert: D=-331.0 7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/ Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G15 53906902 11-1J3 1JACK 12 27215, 23 08:31:06 2003 1-5-u 1 4-2-3 1-5-0 4-2-3 3.54 F12 T1 B1 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.05 A >387 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2-3 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-67/Mechanical, B®171/0-3-8, D-28/Mechanical Max Horz B-70(load case 2) Max UpliftC--56(load case 5), B--178(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C--19 BOT CHORD B-D=O Scale . NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; 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 DOLe1.33. 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/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 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-13=-60.0 Trapezoidal Loads (plf) Vert: Bm-2.3-to-C=-63.6, B-0.0-to-D--21.2 n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ3 Job 53906902 hEJ3 'I ROOF TRUSS Job Reference Scale: I 3n4 _ 2-11-4 3 i 0 i 0 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 2451193 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) 1 st LC LL Min I/deft - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 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-70/Mechanical, Bm195/0-3-8, Dm28/Mechanical Max Horz B-73(load case 5) Max UpliftC--67(load case 5), B--84(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B-22, B-C-22 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category ll; 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 67 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ3 Job Truss Truss Type Cty Ply Centex-Orlando/2509;Arsk/3-31;3 53906902 HiG HIP 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 08:31:06 2003 Page 1 3-0-0 4-0-0 7-0-0 7 3-0-0 1-0-0 3-0-0 scale - 1:11. 5x4 = 5x4 = 8 c 5.00 12 T2 w1 w1 T1 Ti D A e, El le 2x311 2x311 F E 3x4 = 3x4 = 3-1-12 3-10-4 7-0-0 3-1-12 0-8-8 3-1-12 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 Stress Incr NO WB 0.03 Horz(f'L) 0.00 D n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl 0 240 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A@331/0-3-8, D-331/Mechanical Max Horz A--29(load case 5) Max UpliftA--98(load case 4), D--98(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13--572, B-C--497, C-D--572 BOT CHORD A-Fo491, E-F-497, D-E=491 WEBS B-F-52, C-E®52 NOTES (7-8) 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 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 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 4-0-0, 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/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 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. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-8 -60.0, B-C--70.6, C-D--60.0, A-D--23.5 Concentrated Loads (lb) Vert: B=45.0 C--45.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1G 53906902 j CJ5 I ROOF TRUSS 5.000 s Feb 20 2003 MiTek Industries, 3 W = 4-10-15 4-11IF11 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 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: 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 directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-135/Mechanical, B-268/0-3-8, D-48/Mechanical Max Horz B-115(load case 5) Max UpliftC--116(load case 5), B--77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-42 BOT CHORD B-D=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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint C and 77 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ5 3 53906902 CJ3 I ROOF TRUSS...----- , 16 I 1 lJob'Reference Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. scale - 1:7 I--3A _ 2.10-15 2-11,11 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 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell 0 240 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 directly 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 5) Max UpliftC--66(load case 5), B=-84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=21 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 ll; 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 66 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ3 53906902 'ICJ1 IROOFARdSS - 112 5.000 s Scale . 1 0-10-15 0-,11-a 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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 Incr 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 directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-133/0-3-8, E=9/Mechanical, C=0/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-0 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; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint B and 27 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ1