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HomeMy WebLinkAbout141 Bristol Forest Trl - BR04-002773 -SFR4PERMITADDRESS S O S+ ofmrzjVISION pes G'.' 1*Mon CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 AltamonteSprings, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # OY- a 913 DATE <? PERMIT DESCRIPTION PERMIT VALUATION %,J SQUARE FOOTAGE City ofSanford Certificate of Occupancy This is to certify that the building located at 141 Bristol Forest Trail for which permit number 04-2773 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: B. Oden Engineering: D. Richards Public Works: J. Crumpton Utilities: R. Blake Fire Department: Zoning: Centex Homes Property Owner 2/ 17/05 02/22/05 02/ 17/05 2/21 /05 C TVA ..DLO V ¢wt 02/22/05 Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** DATE: 02/16/05 PERMIT #: 04-2773 ADDRESS: 141 Bristol Forest Trl CONTRACTOR: Centex PHONE #: Brant 407-947-2045 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. ngineerin c z 2 D Fire OPublic Works DZoning I]Utilities DLicensing CONDITIONS: (TO 13E COMPLETED ONLY 1F A?FROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 02/16/05 04-2773 141 Bristol Forest Trl Centex Brant 407-947-2045 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 17 Fire 1>', C. Public Works A OZoning Utilities U% ElLicensing C"IN JulTIO S: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: i CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTI(1 {{an ak f New Single Family**** 02/16/05 i 04-2773 ' L..A 1 \ 141 Bristol Forest Trl 1 t ' CONTRACTOR: Centex PHONE #: Brant 407-947-2045 i r a i a 1 y I 1 I 1 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works F] Fire D Zoning Utilities` -- Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 2/17/05 15:22:31 Location ID . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description 247965 22.19.30.502-0000-0720 141 BRISTOL FOREST TR PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE LOT 72 ************ SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2773 PD 8-12-04 SEE REC#7102 3/4"WA METER SET FEE $190.00 PD 8-12-04 REC#7102 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200E i ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. r SECTION A - PROPERTY OWNER INFORMATION For Insurance 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 141 BRISTOLFOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 72, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE ( OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####` j NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER I SEMINO ETM NAME BL3. ORIDAECITYOFSANFORD120294134. MAP AND PANEL 67. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4/17/95 4117/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile E FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for theBFE 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)? [3 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 cerli irate is being completed - see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the daturn 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 bottomfloor (inducting basement or endosure) 14. 1 ft.(m)cc o b) Top of next higher floor N/A. ft.(m) v' o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o o d) Attached garage (top of slab) 13. 6 ft.(m) E 1, o e) Lowest elevation of machinery andfor equipment w m servicing the building (Describe in a Comments area) 13.5 ft.(m) o DLowest adjacent (finished) grade (LAG) 12.0 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 1_3. 1 ft.(m) m o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: 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 /-) n 1 j DATE TELEPHONE 2/ 16105 (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 ApL, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO, Policy Number 141 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIL Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenl/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete hems 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. Bilding Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —seepages 6 and7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The lopof the bottomfloor (including basement or enclosure) of the Wilding is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use nalural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) ofthe building is , ft.(m) ^in,(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or n below (check one) the highestadjacent 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 mustcertify this information inSection 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 C31 only), and Efor Zone A (without a FEMA4ssued or communily- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, And Eare correct to the best ofmy 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 autfrcrized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate Complete flme applicabk ilern(s) and sign below. G1. The infonnalion in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify cteva!ion information. (Indicate the source and dale of the elevation data in the Comments area below.) G2. A community oflicia! completed Section E for a building located in Zone A (without a FEMA-issued or oommunity4ssued BFE) orZoneAO. G3. The following information (items G4-G9) is provided for community floodplain management purposes. 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 thebuilding site is: _ ft.(m) Datum: LOCAL FICIAL'S NAME TITLEOF COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS U ChecK here It atlachments FEMA Form t11-31, January 2003 Replaces all previous editions s PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 72, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 73 5.0, 1 r 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CIX MORTGAGE COMPANY, LLC NOTE: CSX RAILROAD R/W OLD MAIN LINE TRACK UNPLATTED PER THIS PLAT) 50.00' N54'23'11 "W II LOT 72 I 6.250 SOFT. t I 1MI1 C./ 40 0' ONE STORY CONCRETE BLOCK RESIDENCE FINISH FLOOR ELEVATIO1,1=14.10 COVERED ENTRY 0 V 5.0' C Z finn fV ZI rn p LOT 71 P O C myn 20 D' CONCRETE.,:. n WALK IS 10• UTIL17Y .16; •0'. Yjy O5. OFF EASEMENT 4• 5/W WALK IS u: S54'23 11 "E 0 5 OFF 50.00' V II 435.85' j CENTERLINE (IF-) N54.23'11"W 610.33' RIGHT-OF-WAY 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 2-15-05, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY A17FCCT 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 LILAHINGS SHOWN HEREON ARE THE WESTER(.Y LINE OF LOT 72 FIELD DATE:) 10-17-04 SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM39686 DRAWN BY: REVISED: AL 2-15-05/FBC LMBOARD 10-17-04 C) IT PLAN 5/28/04 SOO BRISTOL FOREST TRAIL 50• RIGHT-OF-WAY xr- GRAPHIC SCALE 0 15 30 LEGEND FNp I/"'" ROM ROD nI1D CAP BUILDING SETBACK LINE O LB p6393 (0:'/15/05) CENTERUNE Q FND NAIL. AND DISC RIGHT OF WAY LINE. LB #6393 (02/15/05) 131Z4 EXISTING ELEVATION rND I/2" IRON ROD AND CAP CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRIA PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT Id) MEASURED FND FOUND C/W COHCP.ETE WALK S/W IOEWALK CP CONCRETE PAD CS CONCRETE SLnB C HC:ORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE OLB #68 (02/15/05) CNA CORNER NOT .ACCA SSIBLE 6 DENOTES DELTA ANCI.E L DENOTES ARC LErIGTH C.B. DENOTCS CHORD BEARING PC DENOTES POIIJT OF CUI?Vn 1CIRE PI DENOTE5 PI.)INi OF INIERSI.IIII)N PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP IYPI1.AL A/C AIR CONOl FiOIIER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD IJTILITY LINE ID IDENTIIICA TIOIJ POL POINT ON LINF PCC PI)IHT OF C!:NIPC)Ullll 170?VE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS :AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR THE FIRM JAMES JAY JILES PSM #4997 DATE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E 3 ELEVATION CERTIFICATE - Important: Read the instructions on pages I.7. SECTION A • PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNEMS11AME Policy Number_ CENTEX_ BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 141 BRIS rOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 72, 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): 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 B I. STATE CITY OF SANFORD 120294 1 SEMINOLE FLORIDA 134. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 12117CO035 E 4/17/95 4/17/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. Cl FIS Profile E FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 139: E 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 E 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 mostsimilar to the building forwhich this certificateis 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/A1-A30, AR/AH, AR/AO Complete Items C3: a-i 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 NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom Door (including basement or enclosure) 14. 1 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A . ft.(m) o d) Attached garage (top of slab) 13. 6 ft.(m) 00 E a o e) Lowest elevation of machinery and/or equipment w m servicing the building (Describe in a Comments area) 13.5ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 12.0 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 13. 1 ft.(m) v h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) y 1 SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME: JAMES J. ALES 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 2f16/05 (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. ForinsuranoD Company Use: BUILDING STREET ADDRESS (Including ApL, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0. Policy Number ' 141 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVoompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6-8 with openings (seepage 4 the next higher flooror elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For ZoneAO only: If no flood depth number is available, is the top ofthebottom floor elevated in accordance with theoommunit/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) orZoneAO must sign here. The statements in Sections A, B, Q andEare correctto the bestofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communiVs 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 infconation in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A comn,unity official completed Section E for a building located in Zone A (without a FEMA-issued or communityassued BFE) or Zone AO. G3. The following information (items G4-G9) isprovided forcommunity floodplain management purposes. G7. This permit has been issued for. New ConsUuction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: . G9. BFE or (in Zone AO) depth of flooding at the building site is: . _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 72, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 73 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), CSX RAILROAD R/W OLD MAIN LINE TRACK UNPLATTED PER THIS PLAT) 50.00' N54'23'11 "W 1 LOT 72 6.250 SOFT, 3 I I II 7 1I NII I 40,0 ONE STORY CONCRETE BLOCK RESIDENCEFINISHFLOOR ELEVATION- 14.10 COVERED ENTRY o 4l qC 1 ' I2D.0' CONCRETE:: DRIVEWAY:.: °? I A m 5.0' LOT 71 FOR THE BENEFIT AND WALK IS 10' UTILITY fj 0'T:, 5- EXCLUSIVE USE OF: _ 05 OFF EASEMENT COMMFRCE TITLE COMPANY t;w - ;`r4' S/W WALK 15 a COMMERCE TITLE INSURANCE COMPANY 0,5' OFF CTX MORTGAGE COMPANY, LLC wl S54'23 11 "E N^INw1 50.00' 04 1op, wl PT_ a35.85' i , ! U CENTERLINE OF J N54'23'11' W 610.33' IilGli I -OF -WAY BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY 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 2-15-05, 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. 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 WESTERLY LINE OF LOT 72 FIELD DATE:) 10-17-04 SCALE: 1" = 30 FEET APPROVED BY: SJ REVISED: X0' GRAPHIC SCALE 0 1s 30 LEGEND FND I/'IR " LiFI RUD AND CAP BUILDING SETBACK LINE O LB #(393 (OZ/IS/05) CENTERLINE Q FND NAIL. AND DISC RIGHT OF WAY LINE LB 116393 (02/15/05) 13-y:ZA EXISTING ELIVATIO14 FND 1/2" IRON ROD AND CAP CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONIJME14T PCP PERMANENT CONTROL POINT P) PER PLAI M ) MEASURED FJD FOUND CTYW CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARI',ER KALON R RADIUS POC PAINT OF CURVE I.AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 O LB # 8 (02/15/05) CNA CORNER NOT ACCESSIBLE DENOILS DELTA ANGLE L DEMOTES ARC LENGTH C.B. DE140TES CHORD BEARING PC DENOIES PUIIJT Or CURVATURE PI DENOTES POINT Or INIERSECD,IN PRC DENOTES PUINT OF REVFRSE FURVAIIJRE PT DENOTES POINT OF TANGENCY TYP IYPII:AL A/C AIR CONDITIONER CBW COMCRETF BLOCK WALL RP RADIUS PONT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOVIID CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLOPtIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTF-fi 472.027, FLORIDA STATUTES. JOB NO. ASM3968G DRAWN BY: FINAL 2-15-05/FBC PLAN 5/28/04 SDO FOR THE FIRM JAMES JAY JILES PSM #4997 DATE 7 r r,73tr•c I.:.! _.tip. .Ti i@n r: +•sJ_ i..; '''doo'Fi,_-K. -' / j•' ' r %+ r /. of A 7Pd rl37k7a'}I !'<-'hex xJ:. Change C emn6:c 1 E}Y13""S'?t"/ Pr k 5'7g rro..34.i ie dde£iE a I an^i6.3 e7f'rti,-mil i a - ti _ P'f a€!C 1? Erti r, C63 t i>s3S;t .ZyO33i Rl?rt+tit / iYleer Cep rrz ere3 t: a; a'ctures } e_ "rY t: 5-e3 m. o`er Linn urr (t /I IeQv eSiEteaathl: of t Claseis MtnU139 Rep;O3 — Resider"O ai Cori'giricicia1 Oc,MPZVC )'fie: Residential CaiA , eP ial [x daoi; T(3 sqt32r•e Faotnge: coh5truttipv Type: n• of storje$: F of D eifis+g Uniwk: (FiEMA tog-wr r6avtrod fhr (<hta (:b c; Parcel P: Oryners )'dame c& Mdresz: Contractor 1'6.ame & Faddress: Bonding Company rider ess iorsgact Lender: Address: - ArChii VEnpxineer. Muir 1Frar4): of Qivne- hip A Le af-iescriplio..a) Fhore: J>..° RWlr?Lia/.. at: l.iee::sezmber? F t J7 Phone. Addrec, — fipphca Son is hereby nad€ to ohiain a PC' ,, i io do the work antd ins alla 3ole. as indicatEes. ! Mfrif; t t no :'ort o; ie-(stiallaiion ha< eontnlenr prior to (hPissuanceofape„nit gild 0IN all work troi1] bs ..,io-med so rrr t stz*3dard_ o, ail lay, s ,cclet,;3t coris a+caon in thi: juZsdieSon. 1 a?d 'ravel t•Tizs a s;a,-ateAIrntNDTI ; free+;ei Ei C FiCAi ikpFZry Dl lJlt4Fii,C, 0,1GP+1S, -WELLS, S, POOLS-, r=UR I CES, 3OILER5, HFATERS, TfiNKE, andArkCONDITIONERS, lCi\irRS, etc. o 01C ,oregons WF 111,11 C T1"i, OV'ITti `_OLJ'F!'I(tJ 7i-' — i1. Orr I1(_I 3.. Isl l I/ :t.. UL 1) O`1-p 1 s- ' " C u !1 '-r 1 1 1. ; r I (r I t t 1_ t t. t F. r: (. E: 4.l i CC F DYNG YOUIR NOTICE OF cc C. (. ,) br 66, u 0 n ,1 wst ,ct,.5loie ut,rnr,sl::.. , N,111 _ nG1,fy it , 1tGrt; 9 ZU04 OBERT G. DELLO RUSSO TC. c cn! • rrrt 1 i y Q } t:" Gale „,t r't . tilcii of 1 1ond Dati' x 1'er\onsli, :not•n IQ j c or / O-jO-;2i ', Known 10 i li OtFfUutcc !1; _ IC,i'dA I IiU1' i I> L.l L Ids ale)'.. roll it 1,.. i( (1iT1n31t. i%JIi")" (1n l;lai f_' Cl k i r , CITY OF SANFORD PERMIT APPLICATION Permit # : dti -.a -7 % Date: r Job .address: L of' 7 y Description of Work: 'ecarl4q 7`s. A e m pb prig- , Cable Historic District: Zoning: Value of Work: SO©' t'© Permit Type: Building Electrical L/ 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: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: / j G ( Attach Proof of Ownership & Legal Description) Owners Name & Address' ITrrr) L1l"1C S J O- cl c1 4 Lt Hl f%/771j 00 Syr/2 -% % of Phone: Contractor Name & Address: P, ?2Y2 Z Phone & Fax: 4 D ? Contact Person: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 5. siffjl Or an M/ VC/ C ftei"mi O State Licensee Number: G FO cc di-rN /'Qi1 Phone: L1J282 'Z7r7 ., 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 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 rWICL- 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 ofthe property of the requirement of Florida Lien law. FS/'1). Signature of OwneriAgent Date Sig azure of tractor/Agent U Date ct r r Print OwneriAgent's Name Pri t ContractodA eta'' Name DateSignatureofNotary -State of Florida Date Signature of Notary --State of Flunda Date Owner,Aeent is Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: ilmnal & Date) Special Conditions: Zoning: ComractovAgent is _ Personally Known to Me or Produced ID Initial & Date) L'fiiities: FD: drimal & Date) (Initial & Date) I......I.. ..TRACIE KN,, " o`f 0G*"% Commission # t , E>res 12 zz. Bonded thl _.+ N+ t A` rY Date: I hereby name and appoint POWER OF .ATTORNEY J M(eo of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the Building Department for a LOW VOLTAGE permit For work performed at a location described as: Section Township Range Subdivision: I Ll 1 Address of Property) eti LL22a Owner of Property) Lot_ Block and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor Signature of Contractor The foregoing instrument was acknowledge before me this I —I day of piC o(- By \ o / ; 01 L/ t MAL e/or who produced ation and who did not take oath. State of Florida County of —a Commission 4 0 < fviv Commission Expires: JV — Notary I'll ....................,e icy a gondad throe+hofa° 3...... Florida Notary Assn., n. CITY OF SANFORD PERMIT APPLICATION Permit # : OH - a]:y) Job Address: Date: Description of work: New Single Family Residence Historic District: Zoning: Value of Work: $ Lot #:__. 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: W. # of Stories: -A-._ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) 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: Address: Phone: 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 or 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 pennit is verification that 1 will notify the owner of the pi 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 Charles W. Cannon Pri t Contractor/Agent's Name rSgnature of Notary -State of Florida Date tra Contractor/Agent is Y Personally 11 p[ Produced ID a i APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Y f4h, 1 " "S - I 'r'I'll '1 1:: 1. WRIA Tf AUG I F rorr. I 1 1.41 WIT.j:.. T C) AI I -i W y F, 0 A 1) 1) F:_ Aw I.-! C Ci CI W J. C I C C I S W T D 1-,CT TT) Mevy' 1, 'T' y Y-fl I'VI, f-I1-%1!- I'll"YY T)T 1.%If:; 1%1y f )!.kI 7, 1:7IVI z I if C*j 1.0 A T, I IP!, I V: 01 f"'I 1,1 lyll IC"T, r: 1" FiI_,. F IV! F: I C: I:;. Y)......r,l e1 0 . .... .. Fs, J.'y 1 F— 1-,.f 'T' Y-'i F, IV! T) C) I:;. lyl I F. M Fw. 1,.1 Y'I I T` '1' J, yTil I T I I.J F'01\1 'Tt lk.)F"T IV) 'I I I T I Y) T I., I 1-; I::, I::, I::, ?Yl I' 'T 3, "L "V V Jv )v A %k.. 91. CITY OF SANFORD PERMIT APPLICATION D 4— Permit # , nntP- JUN 14 2004 A „ Job Address: Description of work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: s 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 L Commercial Industrial /Total Square Footage: L/70 Construction Type: # of Stories: # of Dwelling Units. / Flood Zone: (FEMA form required for other than X) Parcel #: 22-19-30-502-0000— D 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., U 2000 , ALTAMONTE SPGS . , FL 32714 Contractor Name & Address: FA Phone & Fax: 407-661-21 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: HU RR I CA Address: P n . ROY 16161 none: --- —" NWk ME AS ABOVE State License Number: CG C049689 Person: JACKIE CAINES Phone: 407-467-2643 Phone: 407-774-9003 Fax: 407-774-8477 Application is hereby made to obtain a penuit to do the work and installations as indicated. 1 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 ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction qnd zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE : IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATT Wry 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 tha I of the owner of the property of the requirements of Ion Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contract /Agent Date PAT--KnGH T Print Owner/Agent's Name Printicortiracto Agent's Name JJJL.1:m Signature of Notary -State of Florida Date Signature of Notary -State of Florida 0(c Owner/Agent is _ Personally Known to Me or Contractor/Agent is XX Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: a (0 — ;24R-- O4 Zoning: Initial & Date) Special Conditions: T t I a, Utilities: FD: Initial & Date) Initial & Date) (Initial & Date) KIMEILRL BROWN PPY F , C,='r. nl# UD0299442 Expires 3/29/2008a' Bonded thru (800)4324254: Florida Notary Assn., Inc CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jack.io Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIG CGC049689 STATE OF FLORIDA The forego jum strument was acknowledged 246-a by Patrick President of Centex Homes - Orlando). He me and did not take an oath. NOTARY PUBLIC Y q. ..W ,• rP1 N .,.. mk DD 9944202 312912008 thru (800)432 4254isN.... Y Assn., Inc i LOT :Z2 COUNTY OF SEMINOLE before me this J. Knight, Division is personally known to C W City of Sanford Building Division / 5 Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details ofthese footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code- C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: ? 1. Garages/Carports .! 90 sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure /5102 sq. ft. Total Gross Area .2-0 sq. ft. 3. Three (3) sets ofcompleted Florida Energy Code Forms. 4. Soil analvsis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer sv_ stem connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date Owner/Agent Signature 4& av r. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back > t¢ , SemintAe County F n'TY7(l! fiR7fa a v • rl,' 1101 E. First M. aMiord Ft. 32771 GENERAL 2004 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000- 072030-502- Tax District: WATERFRONT000 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $26,000 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property Address: 141 BRISTOL FOREST TRL 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 72 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 urposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminoie_county_title?PARCEL=2219305020000O... 5/28/2004 This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 38S Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05334 PG 0451 CLERK' S # 2it04i 87299 RVIX)RDFO 061031?-W 0115SW pM RFM, RDINf3 FEV8 I& M3 RECORDED BY L ."inley THE UNNbNbERSIGNED 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 ofProperty: LOT %2 , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 85 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 6614089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. t 7. Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) C" 6 Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, lt! DOUGLAS AVENUE SURE 20D0, ALTAMONTB SPRINGS, FLORIDA 32714 THE PORBOOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS JUN 0 1 2004 BY DEBRA A . RIGGS., OFFICB MANAGER CENTEX REAL ESTATE CORPORATION, A NBVADA CORPORATION rVVI 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRAA. RIGGS IS PERSONALLY KNOWN TO MEANDDIDNOT TAKE AN OATH. NOTARY PUBLIC JACKIE CAINES VR 4B°sF ComT# DD02629M Expirpe R1 ZOp8 P^nded thru (000)432 4254: Florida Notery A M., Inca tZ X, 4 Al J PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 72, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CAI CHI ATIONS (1 OT ONl Y) LOT 72 CONTAINS 6250 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1980 SQUARE FEET t TOTAL CONCRETE 561 (WITHIN LOT ONLY) SO. FT, t TOTAL SOD 3709 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 41% t mmu BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES r rn -- t... — r.—I LOT 72 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 1980 SQUARE FEET t CONCRETE 894 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3926 SO. FT. t CSX RAILROAD R/W OLD MAIN LINE TRACK UNPLATTED PER THIS PLAT) 50.00' N54'23'11 "W R. W r 40.0' rlsLn N r1Lc y 0 a W NLOT73M6PROPOSEDmVT o z Z rn . C FN65FiED FLOOR ELEVATION=14.10 0 0 P Qp 0 m 6.0, COVERED 0 ENTRY5.0' ' o I d i 2Q 0' 5.0 N 1 N V 110' UTILITY EASEMENT I w 50.00' LOT 71 1" s 3' GRAPHIC SC0ALE 0 15 30 435.85' _ _174.48' / PI n CENTERLINE OFJ - N54'23'11"W 61D.33' - I / vRIGHT-OF-WAY VVV 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 72 BEING N35'36'49"E PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ D BRISTOL FOREST TRAIL o 50' RIGHT-OF-WAY I m LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH NPOBPOINTONBOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE lX PROPOSED ELEVATION OR PD OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCYPCPPERMANENTCONTROLPOINTTYPTYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB 5/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD S0. FT. SQUARE FEETPBPLATBOOKNGNATURALGRADERRADIUSR/W RIGHT-OF-WAYPGSPAGES AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND 1HF. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM39686 DRAWN BY: IPLOT PLAN 5/28/04 SOO VID M. DeFILIPPO 8 no FOR THE FIRM DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1562 LOR O Builder: CENTEX HOMES Address: 141 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: (5y- a7?,3 Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. tNew construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a- Central Unit Cap: 29.0 kBtu/hr 3. Number of units, ifmulti -family l - SEER: 12.10 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? yes _ 6. Conditioned floor area (112) 1562 ft2 c. N/A 7. Glass area & type a. Clear - single pane 184.0 ft2 _ 13. Heating systems i b. Clear - double pane 0.0 f12 _ a. Electric Heat Pump Cap: 29.0 kBluft c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: T60 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 163.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Crap: 50.0 gallons a. Concrete, Int htsul, Exterior R=4.1, 916.0 ft2 EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 184.0 ft2 _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Atlic R=19.0, 1486.0 W _ 15. IIVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 22624 Total base points: 22825 PASSASS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I JUN 0 i (1(14 1 hereby certify that this building, as designed, is in compliance with the Flor' idp Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: pyo ' JUE Sr P d s o EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1562.0 25.78 7248.3 Single, Clear SW 1.4 6.0 32.0 52.82 0.91 1539.1 Single, Clear SW 1.4 6.0 32.0 52.82 0.91 1539.1 Single, Clear SE 1.4 8.0 40.0 56.64 0.96 2183.0 Single, Clear SE 1.4 6.0 32.0 56.64 0.91 1647.2 Single, Clear NE 1.4 6.0 16.0 43.65 0.93 652.2 Single, Clear NW 1.4 6.0 32.0 37.74 0.94 1130.2 As -Built Total: 184.0 8690.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 184.0 0.70 128.8 Concrete, Int Insul, Exterior 4.1 916.0 1.18 1080.9 Exterior 916.0 1.90 1740.4 Frame, Wood, Adjacent 11.0 184.0 0.70 128.8 Base Total: 1100.0 1869.2 As -Built Total: 1100.0 1209.7 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Base Total: 20.0 96.0 As -Built Total: 20.0 144.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1444.0 2.13 3075.7 Under Attic 19.0 1486.0 2.82 X 1.00 4190.5 Base Total: 1444.0 3075.7 As -Built Total: 1486.0 4190.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points 163.0(p) 31.8 " 5183.4 Slab -On -Grade Edge Insulation0.0 163.0(p 199.7 5SlabRaised 0.0 0.00 0.0 Base Total: 5183.4 As -Built Total: 163.0 5199.7 INFILTRATION Area X BSPM Points Area X SPM = Points 1562. 0 14.31 22352.2 1562.0 14.31 22352.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT ##: BASE AS -BUILT Summer Base Points: 29458.0 Summer As -Built Points: 31387.5 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) 31387.5 1.000 1.087 x 1.150 x 1.00) 0.282 1.000 11057A 29458.0 0.4266 12566.8 1 31387.5 1.00 1.250 0.282 1.000 11057.4 EnergyGaugeOFlaRES'2001 FLRGS13 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 1562.0 5.86 1647.6 Single, Clear SW 1.4 6.0 32.0 9.22 1.03 302.8 Single, Clear SW 1.4 6.0 32.0 9.22 1.03 302.8 Single, Clear SE 1.4 8.0 40.0 8.34 1.02 341.0 Single, Clear SE 1.4 6.0 32.0 8.34 1.04 278A Single, Clear NE 1.4 6.0 16.0 12.00 1.00 192.1 Single, Clear NW 1.4 6.0 32.0 12.23 1.00 390.4 As -Built Total: 184.0 1807.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 184.0 1.80 331.2 Concrete, Int Insul, Exterior 4A 916.0 3.31 3027.4 Exterior 916.0 2.00 1832.0 Frame, Wood, Adjacent 11.0 184.0 1.80 331.2 Base Total: 1100.0 2163.2 As -Built Total: 1100.0 3358.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Base Total: 20.0 102.0 As -Built Total: 20.0 152.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1444.0 0.64 924.2 Under Attic 19.0 1486.0 0.87 X 1.00 1292.8 Base Total: 1444.0 924.2 As -Built Total: 1486.0 1292.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab °°`° * 163.0(p) '° "-1.911, -309.7 Slab -On -Grade Edge Insulation n 0.0 163.0(p 2.50 407.5 Raised 0.0 0.00 0.0 Base Total: ` 309.7 As -Built Total: 163.0 407.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1562.0 0.28 437.4 1562.0 -0.28 437.4 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT Winter Base Points: 4089.9 Winter As -Built Points: 6581.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6581.0 1.000 1.078 x 1.160 x 1.00) 0.449 1.000 3695.6 4089.9 0.6274 2566.0 1 6581.0 1.00 1.250 0.449 1.000 3695.6 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12567 2566 7692 22825 11057 3696 7871 22624 PASS THE ST,44O Nit b WE EnergyGaugeT" DCA Form, 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB % FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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.ABCA.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CA_'" nTWI=D DDGCCDIPTlVl= MF/1SI IRFS /mimt ha mat nr axraarlarl by all raciripnr_ps 1 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 heal trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency, of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. i Common ceiling floors & fl R 11 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 29.0 kBtu/hr 3. Number ofunits, if multi -family 1 SEER: 12.10 4. Number ofBedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ftz) 1562 ftz c. N/A 7. Glass area & type a. Clear - single pane 184.0 ftz 13. Heating systems b. Clear - double pane 0.0 ftz a. Electric }leaf Pump Cap: 29.0 kBtu/hr _ c. TinVother SHGC - single pane 0.0 ftz IISPF: 7.60 _ d. Tint/other SIIGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 163.0(p)11 c. N/A b_ N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, lnt Insul, Exterior R=4.1, 916.0 ftz EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 184.0 ftz b. N/A c. N/A d. N/A c. Conservation credits e. N/A It -Neal recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1486.0112 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup, R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 0111E S74 in this home before fmal inspection. Otherwise, a new EPL Display Card will be completed ti _;, o based on installed Code compliant features. Builder Signature: Date: Address ofNewIlome:/W/ BRISTOL FOREST TR. City/FLZip: LAKE 14ONROE/32747 NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation), your home may"qualmsfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.' Contact the Energy Gauge Hotline at 3211638-1492 or seethe Energy Gauge web site at wwwfsec.ucfedu for EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1562 09-05-02 tog ComMERCE STREET. LAKE MARY. FL 3274662M Phone: (4M 831-MS Proiect Information For. CENTEX HOMES Notes, Design Information Weather_ OrlandoAP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 `F Design TD 32 OF Heating Summary Building heat loss 26956 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 26956 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 1562 1562 Volume (" 12495 12496 Air chargesmour 0.80 0.40 Equiv. AVF (cfm) 167 83 Heating Equipment Summary Make TRANE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 19506 Stuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total Sens. equip. load 20086 Btuh Latent Cooling Equipment Load Sizing Internal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2457 Btuh Total latent equip, load 4851 Btuh Total equipment load 24937 Btuh Req. total capacity at 0.70% SHR 2.4 ton Cooling Equipment Summary Make TRANS Efficiency Heatin in 7.6 HSPF Efficiency Sensible cooling 12.1 EER 20440 Btuh Heating output ` 0 Btuh @ 47°F 0 OF Latent cooling Total cooling 8760 29200 Btuh Btuh . Heating temp rise Actual heating fan 1000 cfm Actual cooling fan 1000 cfm Heating air flow factor 0.037 cfrn/Btuh Cooling air flow factor 0.051 cWBtuh Space thermostat Load sensible heat ratio 81 nadrAmse waksesnavebeen manualN ovwriduen AL RIGHT-J CALCULATION PROCEDURES A, B, C, D y Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1562 09-06-02 109 COMMERCE STREET. L WE MARY. FL 3274"2W Pion: (407) M-26% Procedure A -Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.80 ach x 12496 1? ` x 0.0167 - 167 cfm 2. Winter infiltration load 1.1 x 167 cfm x 32 °F Winter TD = 5865 Btuh 3. Winter infiltration HTM 5865 Btuh / 204 f? Total window = 28.7 BtuhM and door area Prncarlura R - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 12496 ft' x 0.0167 = 83 cfm 2. Summer infiltration load 1.1 x 83 dM x 18 "F Summer TD = 1649 Btuh 3. Summer infiltration HTM 1649 Btuh / 204 ftz Total window = 8.1 Btuhw and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moistdiff. x 83 cfm = 2457 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 F Summer TD - 990 Btuh Sensible load for structure (Line 19) 19506 Btuh Sum of ventilation and structure loads 20496 Btuh Rating and temperature swingg multiplier x 0.98 Equipment sizing load - sensible 20086 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gdlb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh,,,-, Infiltration load from Procedure C.... , .. w, + 2457 Btuh ,. .. Equipment sizing load - latent 4851 Btuh Construction Quality is: a No. of Fireplaces is: 0 SoMe ue values nave bean monwlty ovw Wan RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job.,1662 09-05.02 109 CommFRCE S7RM, LAKE MARY, FL 32746-62M Phone: (4071831-2665 1 MANUAL J: 71h Ed Name of room Entire House FOY/FAM NOOKAICT LDYNVIC 2 LeMM of expoSW wall 193.0 ft 28.0 R 32.0 R 6.0 R 3 Room dimensions 23.0 x 14.0 ft 18.0 x 14.0 It 6.0 x 14.0 ft 4 Ceiings Condit Option 8.0 ft hWVCOd d 3.0 ftr'-.7w- 8,0 It heavcool 8.0 1t heWC001 TYPE OF' HTM Arm Load (Dw) '` Areaad 9tuh) Area Load (Muh LOW(Bth))gEXPOSURENO. Htg Clg ft) CI C19 e) C19 R1) ft 5 Gross a 14B 4.6 21 1720 224 256 sed D 12C 29 1.9 0 0 0 wallllss Md c 130 3.2 12 184 0 0 0parotionsVC0o1d0.0 0.0 0 0 0 e 0.0 0.0 0 f 0.0 D.0 0 0 6 Windows and a 1C 37.0 144 5322 32 1183 32 1183 0 0 glass doors b 8C 37.0 40 1479 0 0 40 1478 0 0 Heal" c 9C 38.7 0 0 0 0 0 0 0" 0 0d1C37.0 0 0 0 0 e 71. 20.8 0 0 0 0 0 0 f D.0 0 0"' 0 0 0 0 0 0 7 Windows and North 20A 32 6$2 6 167 16 317 0 0 0glassdoorsNE/NW 39.4 48 1891 D 0 0 M 0 0 Cooling EAN 0.0 0 0 0 0 0' 0 0 0 0SE1SW47.4 104 4932 24 1128 56 2077 0 SaAh 0.0 0 0 0 0 0 0 0 ZZ 0 Hoe 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 20 294 199 2D 294 199 0 0 D D 0 0 0 0b10D14.7 9.9 0 0 0 0 D 0 0 0 D D c 0.0 D.0 0 0 0 0 0 D 0 D 0 0 0 0 9 Net a 14B 4.6 2.1 916 4221 1886 172 793 354 184 848 379 48 221 99 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 154 5eo 215 0 0 0 0 0 0 0 0 0 0 0pam,bans d 0.0 0.0 0 0 D 0 0 0 0 0 0 0 e 0.0 O.D 0 0 0 0 0 0 0 0 0 0 0 D f 0.0 0.0 0 D 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 10D 1.7 2.2 14M 2620 3308 364 617 810 252 427 561 84 142 187 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 D 0 0 d D.0 0,0 0 0 0 0 0 0 0 0 D D 0 0 e 0.0 0.0 0 0 0 0 0 0 0 D D 0 0 0 f D.0 0.0 0 0 0 0 0 0 0 o D o 0 0 11 Floors a 22A 25.9 0.0 163 4225 0 28 726 0 32 829 D 0 158 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 for Slab s 0.0 0.0 0 0 0 0 0 0 0 0 0 0 D 0 D 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 12 Irrfiltraliorr a 28.7 8.1 204 5t165 1649 52 1495 420 72 2070 582 0 0 0 13 Subtotal losses+s ;11+12 24$% 51D8 6836 519 Less external healing p 0 1) p Less VansrCr D 0 14 DudlOrs. ;s, e+.,. .rnk sbWi six. 1l) 24b1 z, vi . 1D 511 10 v.68b ateb.52 ww. 15 Total Ion x 15+14 25956 6619 7519 571 16 Int game People 0 3D0 4 1200 3 0' 0 D D 17 Appl 120D SUbbot RSH pain=7+8_+12+16 2 law 17733 0 0 3979 1 1200 5715 1 SW Less external cooling D 0 0 pLeastranslelr" p 0 0 Cooling redistribution 0 0 D 672 10 0 8918 19 Duct gam Total RSHgain=(17+18)'PLF 10 1.00 1773 19506 10 1.00 398 43" 1D 1.00 6287 1.00 974 20 Air requited (cbn) 1000 1000 20B 2N 279 322 21 50 vr. RIGHT-J WORKSHEET Entire House DEL. AIR HEATING,AIR CONDITIONING,R Job.1562 094-%Q 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (4" 831-2565 1 J: 71h FA Name of room MBR MBTH STH BR2 2 Length of exposed wall 28.0 ft 8.D ft 0.0 ft 31.0 AJ4MANUAL3Roomdimensions C wings Condit Option 16.0 X 12.0 ft 8.0 ftheaticool 7. 0 x 8.D ft 8. 0 ft haetf000l 9. D x 8.0 ft 0 ft hew000l 15. 0 X 1&0 A 8. 0 IllheaV000l TYPE OF HTM Area Load afth) Ama Wad (61uh) Area LoadPub) Low(Bbb) , ED70SURE NO. Htg Cl9 iR') C19 nit Hw Cly ev 5 Gross a 148 4.6 2.1 224 6a 0 125Boosed D12C2.9 1.9 0 0 0 0 wailsC 13C 3.2 1.2 0 0 0 120 partitions d 0.0 0,0 0 0 0 0 s e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 32 1183 D 0 0 16 0 591 0 glassdoorsb8C37.0 0 0 0 0 0 0 Heating C 9C 38.7 0 0 0 0 D 0 0 0 d 1 C37.0 0 0 0 0 0 0 0 0 e 7L 2D.8 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and NoRh 20.4 a= 167 0 0 0 0 0 0 0 0 15 630 glassdoorsNE/NW 39A 0 0 0 Goofing E/1N 0.0 0 0 0 0 0 0 0 0 0 0 D SE/SW 47.4 24 1128 0 0 0 South D_D 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Oiher doors a 1DD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D10D14.7 9.9 0 0 O 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 D 0 0 0 0 D 0 0 9 Net a 14B 4.0 2.1 192 05 396 64 295 132 0 D 0 112 516 231 exposed b 12C 2.9 1.9 0 0 0 0 D 0 0 0 0 D 0 0 walls and c 13C 32 12 0 0 0 0 0 0 0 D 0 120 378 140 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 D 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 192 328 427 56 95 125 72 122 160 2$6 434 70 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 O.D 0 0 0 0 D 0 D 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 D 0 0 0 0 11 Rom a 22A 26.9 0.0 28 726 0 8 207 0 0 0 0 31 8% 0 0 NOWMMb19G1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is dspl, c d 0. 0 0. 0 O, D 0. D 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 for Slab 1lpprg) E f 0. 0 0. 0 0. 0 O. D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 12 Infiltration a 28.7 8.1 32 92D 259 0 0 0 0 D 0 16 460 129 13 Subtotatloss +8.+11+12 4030 597 122 3163 Less emmal heating O 0 0 0 D Lessbooster0000 14 Heating fRdr5115buti0h Duct loss .,, 10 N 404 10 t 60 10 0 12 70 318 15 Total toss = 73+14 4443 657 134 3501 16 Int. gains People 300 1 300 0 0 0 0 0 0 17 ADpl, @ 1200 SuW RSH gain=7+8, +12ii6 0- 0 2M 0 0 2% 0 M.. 0 160 0 0 1701 Less enal cooling 0 0 0 0 0 0 Lesstransfer000 0 COorrn9 redisifiNtion Dud gain 10 0 268 10 0 26 10 16 109A 170 U2oTotalRSHgain {17+18)'PLF 1.00 2944 1.00 282 1.DD 175 1.00 71 18;4 Airrequired (dm) 165 151 24 98 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job. 1S62 09_oS412 109 C0UWRcE STREET, LAKE MARY, FL 32746 6206 Phone: (407) 8s1.2865 J: 71h Ed• 1 Name of room BR3j4MANUAL2Lengthofexposedwall 30.0 ft 3 dimensionsensions 14.0 x 19.0 tt Cerings Condit. Oplion 8.0 ni heat/cool TYPE OF CS KIM ` Area Load (Btuh) Area Area Area EXPOSURE NO. Hlg Gg M Htg CIO Ht9 Clg Htg CIO Htg CIO 5 Gross a 14B 4.6 2.1 176 Exposed D 12C 2.9 1.9 0 waft c 13C 3.2 1.2 64 perlilions d 0.0 0.0 0 e 0.0 0.0 0 f 0.0 0.0 5 Windowsand a 1C 37.0 32 1183 glass doors b BC 37.0 0 0 Heating c 9C 38.7 0 0 d 1C 37.0 0 0 e 7L 20.5 0 0 If0.0 0 0 7 windows and North 20.4 0 0 glass doors NEINW 30.4 32 1261 Cooling EJW 0.0 0 0 SEJSW 47.4 0 0 South 0.0 0 0 Hors 0.0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 b 10D 14.7 9.9 0 O 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2-1 144 664 297 exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 54 202 75 partitions d 0.0 0,0 0 0 0 e 0.0 010 0 0 0 If 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2-2562103 467 b 0.0 0.0 0 0 0 c 0.0 0.9 0 0 0 d 0.0 0.0 0 0 0 s 0.0 0.0 0 0 0 t 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 30 778 0 Note. room b 19G 1.1 0.0 0 0 0 perimeter c 0,0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for stab a 0.0 0.0 0 0 0 floors) 1 0.0 0.0 0 0 0 12 W raW a 28.7 8.1 2 920 259 M Subtotalloan#6J8_r+ 11+12 4102 Less exw. healing 0 ww A... w mr w.. t transfer OHea AtR ss v'n , 7 ii w 410 r ; a x.va ` cs ns ,.a . ww.., S o4 xab` 14 Duet . .., 10 d 15 Total lasss 13.14 4512 16 hit gains: People 11 8o0 11200 0 0 W SuRSH gsiru .+12+16 btot Lessexternal cooks Less nnsfer Cooling redistribution 0 18 Dud gain 10 236 w.n. v 19 Total RSH gala=(17.18)'PLF 1.00 2594 20 Air required (cum) 167 133 w 45 : a i'T •arty+ RIGHT,J WINDOW DATA DEL AIR HFATING,AIR COND1TIONING.R Job:1562 094)5-02 109 COMMERCE STREET, LAKE MARY, FL 3274"M PhQM (Wn 931.2 es W S D W G L S S O N A S O O W C W S N K 1 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 FOY/ FAM a n sw a c n 0 d 1 1 90 1.0 1.4 1.0 6.0 47.4 32.0 8.2 NOOMIT a n sw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 47.4 32.0 8.2 b n se a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 47.4 40.0 7.3 LDYIMC MBR a n se a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 47.4 32.0 8.2 MBTH BTH BR2 a n ne a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 39.4 16.0 0.0 BR3 a n nw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 39.4 32.0 0.0 i I 14 DESCRIPTION FOR TRACK BOLT. NOryjONTAI TPACN SVPPOAT lyCowOWAJAA (TO SHo D NcE 1' 17 u rJIV, !Tm P{,AO eMbIA. ASTpLO TQ Yaop JAW wrN I 71 3/II'.1-o/{ .W000 LA0 eCNtSrS LISTED i O • v1J41 Al AM 0II10N ZT PSM)OWWainW (m TP.tX t•.1eP•CJ10iPCPWC,Tw•CN OAAC'•KT 1 ® ® f i N ' I1M t0r aPAOiR I REPORT# 96o6C `"°"'°""` I C Z 3. 30 u U-91ft 0a W r EAea U- Ws W A 3-1-2_I 1,]V w.BGd1u OEa]N Nrr01N I.C. Two U-eAq ONSCCTWN. L SEEC°ft CTW)..CrC.aNo'r /1•<f/f' YAQr W:T.L ae•aa oPrnuu f +ri A aPmoNAI OVr10t vtrm LOCH Pouno- WAIl am WON - W-V ° f WMN ANATnN< T 3(/1rt D14=- Wm x. Wrr Calf MWr( NOT l /FONT PPAYC wnN WV. 1 ON t1 ' 1 0.. Yw. rfr • a 8pp11a ( 1PTO r.y NA^.N CONlA{T Or i) =0T41 /TAOwwI. CGLTw6 OYli1aC wA 40. PTOIMID. Wi SCPIwa W.rK caknu"IwN STOP YOUl8N6 OY OOOP MS3Alltll RO SIPr) ' 00ti OVsP Tlpl Cow31iT a l{S SCCMN7 (aor slgwT ). (our NOT K411%) TO r TJ•o(. nnlN WNMMM y1KACGNORIONTALJAYR00NOTTPAWIJIICAO, 7.6 MLON Pwt 4140 j0 OA WK 01LN, WILL 00 STTLC f - 3• NICK K f. tl Ly1 to W Glv, FMWm ITT" 8 I rKKDtO w310f srrl4w 6- - I y cAly 3T[([yL nWCN BPAO(CT3 3ASTp(p to w000 J•Ala 33 aA Wa. SRLL lllC NCT•YAfR /or7/1• FAN AW SCPC( W N OK E/Ir.l. 4C SCPf'P d- lNu1 Co.TSO r1TM J%0 Nw. TO 7CATtYr3 PG UTO 1 .. 31 (C'-W Pq 11. {10fR. allvAwjWa, PTWR. ) dt 3• CtM[P/ (7.000 P9 YwL C011GRQ OP 7/11' I.O. POUND PL9TN AN0 A -011 POLYtETCR II•'.•' TAPCON SC" ON I7-1/3' C01TRs (LOW/A{TtNG (QN[ PN POLKA) 1{ V, NIN(t TOP T yP{(0 TO eoM SNAP WCH L "Is ry yV,, CONCAYTt). wAf11E111 wClL00) WrM NOtt 0/ mft SNw. 1: eA. aALv. STC4 TO/ NK°Lw W01P4sus14 MYJ10Pi. r O.aT. wATIKP PLOUMED t flMi/. froN[ YtrK 7GKw7' POLLtPaPK31R. 0L71 YITN iu+Carlt. AMCNOTAS WV 1( COWER{UWI 3• aKr. fttCl TIYCN IAti(N(d r0 o/ wcwa •TrACNf1 W a 4d 7ot Or 0001. Ij U OAM STm TTIAOI M•CXM. rAi ) iWrNOTPEOWCO) TO PwT+OC 4 /LLiN TPAL)( ATLp1® TO eIWOrR 1A}A'7 lJ A w eCAI[ws PG LNO MNaL iltaw4.• frKQ YR:L tPw3/011LrD. NWONua iWis 0a Par iA sw W J0613. NtiN aOPI/rPO 1%•• OAK I°am V OVT710t NCYIO NAvlat !Na ` I. Ov. sNOPr. tTCN, soeALL fTRL Poulin 1. 0• GLV. Situ (NNOt Sht i0118.. tQN UNIN wCR0WKW P, L. L0001ggp wT0. PPrF..•TUIN N ,...... ewAn sre nnN C.0 FUW4%U P.C. I•{A/f 7TRLE w'[j•) /IW/r w90t HPPOU NORM CMIOSYW P.0 tz3ul alEt* N/LTIL3MCw7 3' TALL U-W a (q I •.7 • fCL M M•:mr * v ENGAM w DESIGN LOADS: +24.0 PSI & -24.3 PSF 30 " "v. VC" TAPP" KACaE. < Z WN, rcu.11M4111: 30 NL tRA01 ON TMC 0(yGN V 1§ SOPPOItra10 Srw1ACTUAIAL p01(MTS anacr,KJ1Sloe 3M.[r et TNc Pcyalswun Of m Macsmawl or TEST LOADS: +36,0 PSF k -37.0 PSF I 7' - 3• rALL . 30 G tJCV, mil U-iMf 10 0 suoc aOIT Nw10Lj Or 000a NaN auNUM COOSKALA. lwOTtaA CROeaNr awo .. + rnC OLIWA1-I-3-1 vTTtAM O.G na u-wH slut Loa( wuw Tw wwNO. MU NO Lm A PArmicll (r' " PART- t17 ,- T/{• oN earroY StC1elK ONi u-w ON hm wTO wVrrrl I A As(Ctw l sr0.). UCN u-eAJL •nAo w TAKK ON( uuyy I rc Na11R UPWu slew ou.r.w. SI7 twwA A 5.4 IIOo wSM i 4ii//.• 3(V TAP/YIR 9GCL'3 LOCH a y a wv.a•1/n Ir-...s« . Tc 111-1 Ofi 1 6202cornau.auc'""%Pml,ars oa. TOLERANCES W. IDEAL 3-} r(A LOGTTpN. [101 not Fu Aa 1-ST r-M70 Oor00011. w w.P•.w.•, .0 - t.03 WeMwl amllrs. PW Nf. I-313-712-219 rrnaN A.A tnx _ L •M,LEOITxwA. •.a.•1.• . t 90 Y1raNnP. PN. s, wer n Y 00 t.0)S DESCRIPTION: mooeL 6RST wf 16-0 ( 8-0: 23/-24.3 DESIGN LOAD Ww ,.w - 1W w .000 . t .003 + 17 a, L C/lV. ma 1101'NN {A•CNR. + ' N• wwy r-•Ir w .0000 . t.00t DRAWN 8Y: B,+/S DATE: 4/16/00$CALF: NTS DWG. TJ LUMMUtO wM ( 3) /T•.3/{' 3NftS YCTAL SCAtw3. / / r.W ..N,1wy u...Ao-. 0f n/f . I T 1' D AwWel, AfFKAroN / / lPA/ 9 / CHECKED 8Y: NM'+1' DATE: 4/tb/OO SNEEf 1 OF t S12E MNTt wpTMresTw. i TNro tiwAAg uxr.. Saue a IN W+ 0/ vre}fC6M owo+s10AG9 A11L w wCNts. DWG. NO.: 10213e REV. N0, t c64 3 ' 2 ; 1J',6 -L, iJ I' f1i 1 ? J1ul Div, 0 I n.. 3 2 REVISION$ i3 WT0IYCOYrtTac-.- wc ST'Al7rOn1f' we( OOGI. ir}.o ( o r/ paP w nar REV, NO.1 TONE: DATE: I ECN NO. {PPVO: ra uPmW1c +oNLSNc Wao Cyr1Y11) artoNAl s3a cLAst OR A I t3z i I T ! w I 1 .,.. ) • t I ^ I iu a il %i A wA{Lt i 30 GA WAL CNO lrTL(E ATLCM@ TO DOOR SNrN wMPA170VTmn70_L-tOC oTTTOA M(TOP. Borrow . o3NKQI nFl OESILWAT(OM Th.n.10-iru In -Swing, Door Wood rlames System 3 MAXIMUM aiTRALL NOMNAI cl F• Single up to 5'4 x WO r/wo sidert.s Oouble up to e'4 It 5'0 w/wo si WOS yea c r 5NFIQIPATIONS• X, Ox, x0. OXG, >Ot. OXxO rrNERM OESCRIPTIOII• The hood and side iambs are li"Viaint pine measuring a min. 4-9/16' with a 1/2' rebbeted stop. G J/16' TAPCONr ' ''.'• TYPE ANCHOR TAPCON r TYPE AMOIOR , • 1/2' ORr&" a • 1 : 2 MKIONG MAX re, O.C. uv QFSIGN PRESSURE RAANG: Single Positive 67.0 PSF Negative 57.0 F'SF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double r/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF MAX is' O.C. I/2' DRYWALL r 1 r 2 FlRRIHa Y9 UA:SONRY LWFL J/t 6' TAPCON wi CONCRETEMASONRYBLOCK HEM .w+e s ' Tp z+T sue-euut , ,•. ro sx sue-9uCK . k i'ti 2 N •Y , Ix tRuit 1 r 2 rw A; a 3/16' TAPCON Bf/Y IstftluY.0 TYPE ANCHORt2xWIEROR tKft •• • 1 . y , '.. t1C0 TAPCON Of' EOlY1 z 233 LO. SHEAR RATING) 3/16' tAPOON PFH WS o t 3/14' TAPCONT1\ y TYPE + .J' MAX •ei. - 7MIN. Ysl • • t- SHIM SPACE . KRRUL SIDE JAMB "- y yr 2P E •••1 TO Ix SU!-BUUf e. I. Is, lelt O— /. This system has been evaluated for use in locations odhermq to the Florida Building Code L SIDE 3MIs and when pressure requirements as determined by A5CS 7 Minimum Oosign Loads for Buildings and Other Structures do not exceed the design pressure ratings listed heroin. Oa2. For installations where the sub -buck it fees than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must M used and the length must M such that a minimum 1-1/4' ongagenont of the Topton into the masonry wall is abtoinsd. r MOM nESIGNATI[ON: Themes-Tru Out -Swing 0.01 Wood 1-raffles System MAX la' O.C.; r3fGN PRESSURE RATING U &,WM OVERALL NOLONAL SIZE, Single up to 5'4 s 8'0 /*a sid.1162 5"'gle Positive 67.0 PSF Negative 67.0 PiFWDouble up to V4 s 5'0 -a s;d*Utw Single with SWGIR413 Positive 60.0 PSF Negative 60.0 PSF cubs* w1wo S;dolites Pcs;(iv# 47.0 PSF Negative 47.0 PSF I MARtF =FIGURAMNS.' X. Ox. X0, OX01 M O= 4 rEh, 7RAl [)FSCRIPTION: The head and side jambs are fkK.,Mnt Pint meosuring a min. 4-9/16' elth a 1/2' rabbeted stop. MASONRY LINTEL MASONRY LINTEL 1r 2 FIRRING T - h4ORY104ALL J11CTAPCONripe ANCHOR PFH WS i JKTo NERD JAWS sus- B Y- k Ems., 4% 25' Mo. SHIN SPACE MrIVOR ja 2 -112- M W-5i irmsom men WWII1 1'. WIN. CUB. 16- TAPCON TYPE ANCHOR MAX 18' C.C. OAtVALL 311 d I 11PCONCHORtnai T_ Ix BUC< 3 25- wm SNIW SPACE EXTERM LZ 23J 3/16- TAPCON TYPE ANCHOR WAD JAMB TO IX SUB -SUCK CONCRETE MASONRYBLOC 25' MAX. SHIM SPACE 0. . ' 1.25' A04'. d Elf!'. 3/ 15- TAPCON EXTERJO TYPEANCHORELCO TAPC_ONOR EQUAL 3116- TAPCON 245 L9. SH&AA FATINC) TYPE ANCHOR T_ MMOR T5* AWN C- SINK 1 sL ntma 540E JAMB \-I XBUCK us - BUCK INTERIOR I x 2 FIRPJNG 1. This X)rst.- -- us no. been 1ted for e in adhering to the Florida Building Code 15, WIN. t) RTWIJ L and when pressure requirements as det.rminso by ASCE 7 Minimum Casign Loads far Buildings C-SINK 2. XBUCK and Other Structures do not oscood the design pressure ratings listed herein. 2. Far installations where the sub -buck is low th(n 1-112v (F8C section 1707.4.4 Anchorage Methods and sub -suctions 1707.4.4.1 and 1707.4.4.2) T7pc" typo COnCfdtd GnChOrs must be Used and the length must be such that a minimum 1-114' engagement of the Topcon into the masonry wall is obtained. When using c IX sub -buck a 6-9/16' jamb is required to allow for min, edge spacing for Topcon typo archon i- A" 1113. 684.3831 DATE: 4/3/02 SCALE: NOT050 DWr, BY: W.LN. CHK. BY: R.W. 3.= I or MODEL DESIGNATION: Thermo—Tru In —Swing / Ott —Swing Door Wood Fromes System UWM IM OVERALL NOMINAL SI c, Single up to a4 x 8'0 :/wo sidelites Double up to 8*4 x WO a/wo sidelites 5 a F CONFIGURATIONS : X. OX. X0, OXO, XX, OxXD - CFNERAL DESCRIPTION- The head and side jambs nre fingerjoint pine measuring a min. 4-9116' with a 1/2' robbeted stop. DOUBLE 2X a' HEADER t/i• aarwAu srlrAn+INc l d 17. ZX STUD zx dActc STUD axz.-Va' ry J wre l t a MEWS LA Pert ws trrrmFr 1 3• Ww. c—yNx ss• MAX SIu SPACE VVMCAL SIDC 'A" Ij' 1erLam swroAmwa 00 1 DFSIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PS+r- Doublt w1wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 1 DOUBLE DOOR SINGLF OR DOUBI_F DOOR WITH SIDELITES BLi This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirement3 as determined by ASCE 7 Minimum Design loads for Suil&1;s and Other Structures do not exceed the design pressure ratings listed herein. Z r\ O to010 zoor"1u7 pQo LU coiNl_ Gocc o n 3 WOjI LnLn 1n 4 Lu O L O 3 U C UO 0uj 3z 813.ee4.3e31 CUTE. 4/3/01 SCALE k.T.S 0WG. eY: W.L.N. Cw eY: R.w. DRAWING No_ T-02202 sKx* + a + THERMA oTRU® FIBER CLA,S1076MOOTN STAR' MB%1W" SP40LEANDDOUBLE Wyd Bkwaxwnm INSULATED FIBERS DOOR WITH WOOD FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR A4AMI-DADS COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MLAk/l-DADE COUNTY. 6. I EAPPRD IMPACTRESISTANT SHUTTERS OFSIDE[ ITFS ONLY. 7. SIOELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fibergloss avg. min, yield strength Fy(min.)6, 000 psi moothStar - 0.070' minimum skin thickness FiberClossic - 0.110 minimum skin thickness yore design: Polyurethone foam core. withl.9 tbs. density by BASF. The yor elskinisconstructedfrom c 0.070' thk. stifti mowing oompourd (SAID). The interior cavity is Idled with 1.9 Ibs. density 845E p. ythane foam. The panel face sheets are glued to the wood stiles r,dd Loih The` tVL lotch stile s minforesd with o rood lock block measuring 2.375x14.0 long of the strive and deadbot kuation The hinge stile is FingerJointedPineandthetopadbottomroiareofawoodtzmposRemateddInthedoubledowoppacvtcntheinactivedoorisFittedwithanextruded aluminum asirogol (Mind Jamber s) of 6063-T6 alloy. The trane is canWucted tram urger jointed pope. The header is dan o the side iambs with (3) 16go. 1/ ' crown x 1 long stopkir of each side. The millions are secured together in a sidefite opp-lion ws using 18 x2' long PFH Wood Screws (6) saeper each mullion. Ttre units 1ms an Inswing Saddle threshold measuring 5.75' x 1.548'. Ii : The so -We panels are sandwich gored rg o two piece rolne. are dry glazed on the exterior with on t/8" thk cellular grtoM (St811rT pe) A caulked with %Vane. The lite frames arc held It i/2 long Piosaew. TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 LOCATIONS & DETAILS 6 ANCHORING ANCHORING LOCATIONS & GLAZING DETAILS 7 UNIT UNIT COMPONENTS 8 OF MATERIALS & UNIT COMPONENTS 37.5 MAX. y; OVERALL WIDTH 36' MAX. PANEL WIDTH I i— W 2 U 2 W w x aa o J O X O M ko N a o, L S7N( 7 FINSWING UNR 74.5" MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH W ASTRAGAL x a x W M WJ 0 X1 DESIGN PRESSURE RATING UNITTYPE WHEREWATER INFILTRATION REQUIREMENT IS NOT NEEDED SINGLE 67.0 PSF - 67. 0 PSF DOUBLE 55.0 PSF - 55. 0 PSF L & WITH SIDELITES 55.0 PSF - 55.0 PSF 105.5 MAX. OVERALL FRAME WIIJIH 36.625' MAX. 15.5' MAX. PANEL WIDTH { Z W/ASTRAGALIFRAME WIDTH > 13.75" MAX. O WIDTH 7.125" MAX. p Q O n O.L.O. WIDTH U _ LL U-) O > O co 1J a coo oo °In a u> I il >KZ W az NO'n NLa DOUBLE WISIOELTTESIN5WINGUNR a= J z 68.5' MAX. OVERALLWIDTH Uo5 ALL MODELS occ ARE VIEW 36' MAX. 15. 5" MAX. FROM INTERIOR I PANEL WIDTH FRAME WIDTH a a) a 3 a 13.75' MAX. WIDTH m 7.125' MAX. O.L. O. WIDTH w } 2 o } 0 6 x a W a 0 0Z 813. W.3831 CUMULI ®` 1 M B.O. A.Y" SdtL. N.T.S. D.C. er: TJH ap / 4 ry{' 17r GMK. TY. RW itiA V V/ Y t aawrc .a. S-Z151 of E MASTER 7 . W INTERIOR x N 1 V 2 DOOR PANEL Z 7 x z zIn 33 F 34 xU rux w a o I O --I EXTERIOR u7 FOAM GASKET do ao SILICONE CAP BEAD z 3m NN p 0 42 d Ada 43 o o SEE NOTE p, p o 5 SHT. 4 xV 41 SEE NOTE 1 SHT. 4 z5- MIN. a GLASS THK. y INTERIO 25 a in N 6 q O p p II, 1.68- MIN. PANEL THK. O 11 42 SEE NOTE 5 SHT. 4 u MAIL 0 V W BUILDING ONSULTIMMINC613. 684.363t n OS 10 01 ow. Itr: TJH cw_ sr: RW SEE NOTE 2 SHT, 4 r"N INACTIVE 2Y a J Z ASTRAGAL RETAINER a BOLT 8.0" LG. TOP. BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM THORIZotgAl CROSS SECTION 3 O ASTRAGAL LCWdIO 13 NTERK) a.• t 1.15' MIN. EMS. 25' MAX. SHIM 15' MIN. FC- SINK EE NOTEf435SHT. 4 FXTERIOR O N O 00 6 J V10 °0o ACTIVE 8 ¢ o n w - ono 3 c o goo a IN7 RI R ZZ SEE NOTE 6 3 2Z t Z atn18SHi. a FOAM GASKET & 43 r SIUCONE CAP BEAD SEE NOTE 1 v o h o- z WN o vi 5 SHT. 4 1 34 43 SU j d =0 v FOAM GASKET & SILICONE GAP BEAD St U. 1 9 41 SE NOTE I p To BUCK INTERI z a 6 ez 26 a was 6 LJ 41 O 9S E NOTE 1 SEE NOTE HORIZONTA v0 HINGE JAMS TO. CENTRALiRH111. f•A rL L r w g 513.654.3a31 L 08/10 0 NLL.1/2` _ TJH c. e.: RW w.c .0.: 5-2157 ar 3 a 8 1. 15' MIN. EMBED. r{{{...... 15' MIN. j C—SINK i 1 13 25' MAX. SHIM SPACE 1 4 LATCH JAMB TO BUCK, NOTES: 1.ACING FOR REM NO. 41 (UTE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5,5 16.5 . 27.5' 38.375', 49.375' do 60.375 HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR REM NO. 17 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE BWICTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1'. 3', 5, 18.25. 40.57, 59.25, 74.257, 76.25' & 78.25 ". 3. THE HEAD JAMB IS ATTACHED To THE SIDE JAMBS WITH3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD 15 ATTACHED TO THE SIDE JAMBS WITH 2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIOELRE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (19 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5", 317. 48.5' 66'. THERE ARE (2) AT THE HEADER AT 4" INFROMTHEOUTSIDECORNERSOFTHEFRAME, THERE ARE 2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6SPACING MULLIONSIONS TOGETHER IS SCREW) SAME AS TSECURING HE THEPERIMETERANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHENATTACHINGTHEHINGETOTHEJAMBANDTHEBUCKUSEREM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (/110 x 1 314' SCREW). ZY 7 a J W aa 1. 1J MIN. EMBED. ' 15. MIN. 13 8 Y 1 7 e•. J FXTE as 10 RI R n INTERIOR • .' . 4 10 6 26 9 2 25" MAX. HINGE JAMB TO BUCK, SHIM SPACE SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 0 m; c o 0 C 006-c Y z Lo J V 41 °po z SEE NOTE I - a SHT. 4 3 HORIZONTAL R I N 4 0 STRIKE JAMB TO SIDELITE ki f SEE NOTE 7 SHT. 4 O > r\ Q O 000 1L 200 goM 7 LuUOOW Q 3Q00 we a n F- 00 UJZZ(A az IVF vSy 813. 884. 3831 oc. sr: TJH da. BY: RW owMwc xo.: 5-2151 ci,m 4 a 8 SEE NOTE 3 SHT. 4 SEE DETAIL 'F' SHT. 5 3' t't t'1 36• 3. F— 3' SEE DETAIL SHT. 5 TYR SEE NOTE 4 SHT. 4 14 71'P. j— 3' LL SEE DETAIL -G- G` SHT. 5 6' mm UN FLORMA B-0-A-FoTRAL SINGLE DOOR DOUBLE DOOR W/SIDELJTES ANU`ACTR N+' 8 MASTER A o.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 a 13 r 0 0 13 10 0 10 OF -TAIL "Fw QETAIL 'H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E` STRIKE PLATE TO FRAME DETAIL 'G' AT THE THRESHOLD A.S SHOWN. SEE NOTE 3 SHT. 4 SEE NOTE 4 SHT. 4 N h N CN W O 0c) go "' u-1 O LS CM W coo d vv SUrLDNc wsuvwrs. rNC 613.684.3631 N.T.S. er: TJH ev: RW wo No, 5-2151 r 5 or t FT.", Y7 NN0 at o- j0- SHT. 5 iA I aoAoF. CENTnAI, ER SEE DETAIL SHT. 5 J jl 1E 6" 3' 6 3 1-6- 3 --{ 36 63 F 3 3' I I 11 11 II 1 I I I SEE NOTE - - 13 - TYP 3 SHT. 4 SEE NOTE rrP' SEE DETAIL 3 SLIT. 4 SEE NOTE - 6 SHT. 4 F' SHT. 5 - o 13 "' rm.SEE DETAIL - - G' SHT. 5 = - SEE DETAIL SEE DETAIL Typ, "J• "E' SHT. 5 H- SHT, 5 ^ NP• SEE DETAIL "K" 'K" TYP• SEE NOTE G' SHT. 5 14 M' - 4 SHT. 4 — — TYP. NP• 14 TYP. •M• 6' -"i {-- 6' 3' --I 3 3 63" 6 NOTE6 3' 6" DOUBLE DOOR 453' GLASS 1 !- BITE EXTERI v 25 1/8" TEMPERED CLASS 0 25' AIR 0.. a O SPACE Q Yzis 1/8" TEMPERED 1 Z Y GLASS 36 U io 7a 41 a SE NOTE 1 .25" STEEL INTERCEPT SHT. 4 SPACER 5' INSULATED GLASS W/ TCM LITE FReME GLAZING DETAIL j SEE 6" 63_ 14 4 SHT. 4 3" 7YP. SINGLE DOOR W/SIDEUTES 463' GLASS BITE EXTERIO 25 1/8' TEMPERED 40 GLASS 25" AIR Q o .o o SPACE z 1/8' TEMPERED GLASS INTERIO 36 i Y 41 SEE NOTE Y' m z 6 1 SHT. 4 as . 25" STEEL INTERCEPT SPACER S" INSULATED GLASS WL ATE Lf7E FRAM C OETAIL O>_ N O ap O vl O 5 mE5WQ 3Q00 Z 00 3 icoaL8 13.684.b831 e 08 10 0 Lc. N.T.S. c. BY: TJH c. er: RW WV4 No, 5- 2151 EV 6 Of 8 6 3' 6" DOUBLE DOOR 453' GLASS 1 !- BITE EXTERI v 25 1/8" TEMPERED CLASS 0 25' AIR 0.. a O SPACE Q Y zis1/8" TEMPERED 1 Z Y GLASS 36 U io 7a 41 a SE NOTE 1 .25" STEEL INTERCEPT SHT. 4 SPACER 5' INSULATED GLASS W/ TCM LITE FReME GLAZING DETAIL j SEE 6" 63_ 14 4 SHT. 4 3" 7YP. SINGLE DOOR W/SIDEUTES 463' GLASS BITE EXTERIO 25 1/8' TEMPERED 40 GLASS 25" AIR Q o . o o SPACE z 1/ 8' TEMPERED GLASS INTERIO 36 i Y 41 SEE NOTE Y' m z 6 1 SHT. 4 as .25" STEEL INTERCEPT SPACER S" INSULATED GLASS WL ATE Lf7E FRAM C OETAIL O>_ N O ap O vl O 5 mE5WQ 3Q00 Z 00 3 i coaL813. 684.b831 e 08 10 0 Lc. N. T.S. c. BY: TJH c. er: RW WV4 No, 5-2151 EV 6 Of 8 j SEE 6" 63_ 14 4 SHT. 4 3" 7YP. SINGLE DOOR W/ SIDEUTES 463' GLASS BITE EXTERIO 25 1/ 8' TEMPERED 40 GLASS 25" AIR Q o .o o SPACE z 1/8' TEMPERED GLASS INTERIO 36 i Y 41 SEE NOTE Y' m z 6 1 SHT. 4 as .25" STEEL INTERCEPT SPACER S" INSULATED GLASS WL ATE Lf7E FRAM C OETAIL O>_ N O ap O vl O 5 mE5WQ 3Q00 Z 00 3 i co aL813.684. b831 e 08 10 0 Lc. N.T. S. c. BY: TJH c. er: RW WV4 No, 5- 2151 EV 6 Of 8 tuft-7 P yuL, ,c ,.----- -- 4.563' 1.063' Fr T in2021 3 WOOD FRAME FINGER JOINTED PONDEROS4 PINE 1.92' 1.734' nn 0aa! ILL 1 .097' 4 x 4 STEEL DOOR HINGE 1.077'—{ `O 1.531 —1 42 SIDELTE TOP &_ BOTTOM RAIL FINGER JOINTED PONOEROSA PINE N 526' i .Z32" 33 PLASTIC LIP - IRE FRAME EXTRUDED BTS FI 2.141' --{ 1 T an L INSWING SIDEL7_F 15 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL O m 1 n L 1`\J•.\ L1 tlLJii'i.u; y h` au o 0E NO00 t-- 1.077` —j S v p a0rt2.7 8ZOo1.531 i36 RF B ANGLE 526' ti3Q00SIDFI FINGER JOINTED PONDEROSA PINE WTT 00 TCM (TH RMA-TRU'S POLYPROPLENE) a O PI ASTIC LIP L1TE FRAME EXTRUDED 7CM F L T 0 NOfN 7— I ry o`O U(i 1.531'--i O O L,_ . 531' 1 ir-- 1.531' -i O4 a EI 7 1 Q m FC. TOP RAIL 1 opv WOOD COMPOSITE FC LATCH SIDE STIL F COMPOSRE FC, WOOD HINGE SIDE STILE T 5.75" N s V 1 O lD O 1.531 FG BOTTOM RAIL D SELF ADJUSTING SAMLE THRESHOLD 19WOODCOMPOSITEwALUMINUMMNYL .045` WALL ALUM. DAD' THK. WALL VINYL TYP. r 1 a SS BOTTOM RAIL 11 WOOD COMPOSITE v? Iy W 0 v z F— 2.375' f u-IM-T 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE co+su T nrrs. c 813.684.3831 ovc 08 10 01 N.T.S aK. er: RW S-Z157 s cx'r 7 a 8 QFSCRIPTION 1 a faHUAxI OVL nomAssr p00R " . } w M91, r4R nso?QASS BI TFI W-TRU wRh ykid F -i L 6.000 ' FIBERGLASS TOP RAP 1.531 x .94' DOW-TRV %= COMPOSITE 1000 COMPOSITE 3 xLATCH STU -m. 11000 CUifO511E I.531 x I'M M1100 O011F1)StTE 4 FC. IOR SRLE -1R11 POH MXA PLC LET—. Q'W W000 FG d7TTL)fl RM( 1.531 x 125 DO A -TRIM WOO COYPOAlE M000 COIPOSITE 6 POLYVRETKANE FOAM . 1.9105. DENS FOAM 7 SHORT REACH COMPR£SSIOH wEATHERSIRP -TRU FOAM B LONG RFACH COMPRESSM1MEAIHFRSIRP -TRU FOAM 9 4 x 4 HINGE .097 THK. PhERMA=TRU STEEL010x4 .PFH et700 SCREW to Frans 11 SS LiR1OY OIL 1.531 x " RQBN-W 1= 1 1 x G. PFH WOOD SCREW ST 13 ig x 2 1 . PFH WOOD SCREW EL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 1 I LITE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 1x INNER W000 BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK 115W SAOOIE INITMW ALUM. 00 x 12 - . PIN WOOD 21 x ,IAW WOOD 22 4 x 1.23- RU. movo(OSI KWIKSET TITAN 700 SERI OEADBOLT 4 A5TRAcAL WINDJAMBER N WR631 .OSZ WALL ALUM. 606 -T6 S GLAZING, i Z INSULATED TEMPERED GLASS G S 26 PVC 1.1 x 1.531 WOOD 7 8 x i LG. PAN rm SHEET METAL SCREW STEEL B 29 LHSWWdO DOOR BOTTOM SWEEP NYL W000 30 31 FC 1000 LOCK BLOCK Z.375 x 1.515 P010EROS1 P&E LATCH MOOD COItiGOE 1.163 x 1,531 WOOD W000 L10iIPOSRE Z 1 K. CELLULAR GLAZING TAPE STIK-11 TAPE 33 RASIX U° LAE FR4W M. THERM-TRU BTS 4 r 4.56J x 1.25 BUWK Am -TRU poHuo Os4 PPE 36 SDEIRE SUE S1If -i1Al 1.531 x .656 P0tr0:'lit'Jsl PHE WO D 7 110 x 1 3 4 I.G. PFH W00o SCREW STEEL 38 ss ;w ON 1.531 x .9t mu -nu 100D aLmm W COMPOSITE us 40 SILT CAULK SILICONE 41 8-10 x 1 1 2 PLASCREW FOR TIFF( 34 57 41 SER TOP i IiDTPoY RAC -TILL 1351 x FauffI PPL WOOD 43 1 jfS x Z LG. PFH WOOD SCREW 3TEEL 38 v? SS. TOP RAIL WOOD COMPOSITE 592" LN O{ .179" N R CH COMPR ION W TH R IP FOAM CELL CORE WIIANYL JACKET 3' m TIF I 0 m Oj .175' rnuocFGSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINn JACKET 1 DRILL TRU FOR 357' OW ASTRAGAL DRILL TRU FOR A IS RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMSER It WR68T STRIKE PLATE 31 7.537" S,S r errr: cIOE STILE COMPOSITE i.s31" oS ZEE N LLO=h O ZonU:5Li O W O O:D 26 it : N2 SS. WOOD HINGE SIDE STILE w a a ASTRAGAL HAS n (2) 8.0' e N BOLTS O_ BOLTS BOTTOM N O 70P 1.767" 24 WINDJAMBER 11 WR68T ASTRAGAL (ALUMINUM 0527 AALL rYP.) ASTRAGA R AI it /11 r i .111 i L!]ViiMATERIAL: C/R \R I L fTi` ri.1 11 Alj YELLOW CH) E i ... IK LI. t .•. 1 dtSl. U 813.664,3831 N.r.s. m: TJH er: RW W. No : S-2151 r 8 or E JUN--21--002 09--52 MILESTONE WINDOWS 407 323 9729 P.02 FN)i9(a dm_ June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Bullding Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836-5-60 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 lb") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapmn). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete strew with a minimum embedment on 1 1,6". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 %'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to- the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/.". Therefore, for Florida Extruder 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 CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE Larton1sa.oeColfloridaextruders tom Florida PE License No. n9752 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 faalitate reproduction for Orange County Building Division Masterfile scanning. 1. Me: 2W:!-L.TR-R-L-009 1111IIIIIII/// r` No. 4 5 T* s iiA 17, JJrr. j Zt o2 2540 3ewett Lane, Sanford, FL 327YI-1600 • (407) 323-3300 • Fax (407) 322-3337 2 4), Universal Forest Products Re: 54601838 Centex Homes Orlando 1562 A Roof 72 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: 53916435 CJ2 53916435 T2A 53916435 CS7 53916435 T2B 53916435 CS7A 53916435 T3G 53916435 CS7B 53916435 CS7C 53916435 H G1 53916435 HG2 53916435 J2 53916435 J7 53916435 MG2 53916435 SD1 53916435 SD2 53916435 SD3 53916435 S D4 53916435 SD5 53916435 SD6 53916435 T1 53916435 T1A 53916435 T1G 53916435 T2 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 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 6/9/2004 Joh . Presley License # 5886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 'rei: (336) 226-9356 I av (336) 476-9146 Job Truss Truss Type " Qty Ply Centex -Orland 53916435 CJ2 JACK 1 1 Job Reference Universal Forest Products,lnc., Burlington, -NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Indust 1-6-8 1.6-8 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 CodeFBC20011TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 B 3.54 12 T7 2-9-3 B1 11 1 ice 22:53 2003 Page 1 Scale - 19 3x4 TL20= 2-8-7 _2H9 3 2-8-7 0-0.12 CSI DEFL in (loc) I/defl Ud PLATES GRIP TC 0.22 Vert(LL) n/a n/a 999 TL20 245/193 BC 0.03 Vert(TL) -0.05 A >492 180 WB 0.00 Horz(TL) -0.00 C n/a n/a Matrix) Weight: 11 lb BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) C=27/Mechanical, B=252/0-11-5, D=24/Mechanical Max Horz B=54(load case 2) Max UpliftC=-13(load case 3), 8=-120(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-8=24, B-C=-39 BOT CHORD B-D=0 NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 120 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. 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 designinformationasitmayrelatetoaspecificbuilding. 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CJ2 Job TnissrT yape Oty Ply Centex-Orlandol1562 A/jsW8-27-3ECS7153916415Eq&AMTl W ... "'< ..,-., 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 272P5, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:53 2003 Page 1 1 -1-6-8 - 5-9-0 9-10-1 1-6.8 5-9-0 4-1-1 Scale - 1:18. 3x4 T120: - 3.54 12 C ' W2 \ Wt i p3g El " H , J G F E 2x3TL2011 2x3TL20a 3x4 TL20= 9-9-5 5-9-0 4.0-5 0-0-12 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/defl L/d PLATES GRIP TC 0.36 Vert(LL) 0.02 F-G >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) 0.03 A >664 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 E n/a n/a BCDL 10.0 CodeFBC2001frPI2002 Matrix) Weight: 40lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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=437/0-11-5, E=404/Mechanical, 0=219/Mechanical Max Horz 8=164(load case 4) Max UpliftB=-162(load case 2), E=-35(load case 4), D=-126(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-H=20, 8-H=20, B-C=-831, C-D=45 BOT CHORD B-G=770, F-G=770, E-F=0 WEBS C-G=169, C-F=-848 NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint B, 35 lb uplift at joint E and 126 lb uplift at joint D. 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 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-H=-60.0 Trapezoidal Loads (plf) Vert: B=-1.7-to-E=-49.5, H=-0.0-to-D=-148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7 539164J5 ICS7A Oly j Ply 5.100 s May 30 1_n_n A 14 41 4-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 2 l o Plates Increase 1.25 TC 0.28 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.05 A >328 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001%TP12002 Matrix) Weight: 17lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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=126/Mechanical, 8=275/0-8-0, D=46/Mechanical Max Horz B=99(load case 4) Max UpliftC=-68(load case 4), B=-77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=41 BOT CHORD B-0=0 NOTES (4) I)Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.0psf; CategoryII; Exp B; enclosed; MWFRS gable and zone; cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint C and 77 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7A russ 53916435 CS76 JACK 8 1 Job Reference Universal Forest Rroducls,lnc., Burlington, NC 27215. Jeff Kerr 5.100 s Mav 30 2003 MiTek Indust Scale - 1:7 2-11-11 LOADING (psf) SPACING 2.0-0 CS1 DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 11lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B=67(load case 4) Max UpliftC=-29(load case 4), B=-77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-43 BOT CHORD B-D=0 NOTES (4) 1) Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint C and 77 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7B Truss Type 539164s5 CS7C JAtCiKe• ;s ""cs •- 8 1v Job Reference (optional) Universal Forest.ProductS,Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Ir c. Wed Aug 27 07:22:54 2003 Page 1 in 3A Scale - 1:4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 A >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC20011fP12002 (Matrix) Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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) C=-1 1 /Mechanical, B=138/0-8-0, D=9/Mechanical Max Horz B=37(load case 4) Max UpliftC=-11(load case 1), B=-76(load case 4) Max GravC=15(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-28 BOT CHORD B-D=0 NOTES (4) 1) Wind: ASCE 7-98; 110mp11; h=15ft; TCDL=6.0psf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint C and 76 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 n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7C Job Truss Truss Type Qly Ply Centex-Orlando/1562-A/jsk/8-27-3 53916435 HG1 IIP 1 1 Job Reference (optional) Universal Forest, Products, Inc., Burlington,'NC 27215, Jeff Kerr 5.100s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:55 2003 Page 1 1- 0-p 4-6-4 7-0-0 13-6-14 — 20-0.0 L 26-5-2 33-0-0 35-11-11 , 40-0 10 1- 0.0 4-6-4 2-5-12 6-6-14 6-5-2 6-5-2 6-6-14 2-11-11 4-0-5 1-0-0 Scale = 1:69. 9x12 MI118H= 5. 00 F12 2x5 TL20 11 5x8 TL20= 902 11181-1= 2x3 TL20,- E F G H T2 - III 2x3 TL20 C F W1 W1 502 T1-20- O P O N M 5x12 TL20= 5x8 TL20 = 7x10 M1118H= 5x8 TL20 Seat Plate Seat Plate I 7-1-12 13-6-14 20-0-0 26-5-2 32-10-4 40-0-0 7- 1-12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12 Plate Offsets X Y : B:0-3-13 EqgeL[D:0-4-8,0-3 12], [I:0-4-8,0-3-121 K:0-3-13 Edge], [N:0-3-8,_0-2-8], f0:0-5-0 0-4-121, [P:0-3-8,0-2-8] LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.89 0 >528 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -1.96 0 >241 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.32 K n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 246lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except' W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W12X4SYP No.2 REACTIONS (lb/ size) K=3309/0-8-0, B=3309/0-8-0 Max Horz 8=64(load case 4) Max UpliftK=- 810(load case 3), 8=-767(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, 8-C=-7379, C-D=-7425, D-E=-10771, E-F=-11967, F-G=-11967, G-H=-11967, H-1=-10771, 1-J=-7440, J-K=-7341, K-L=26 BOT CHORD B-0=6694, P-Q=6912, 0-P=10768, N-0=10768, M-N=6911, K-M=6652 WEBS D- Q-187, I-M=202, C-Q=248, D-P=4198, E-P=-1412, E-0=1308, F-O=-779, H-0=1307, H-N=-1413, I-N=4200, J-M=275 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 8; 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 M1120 plates unless otherwise indicated. 5) All plates are 5x6 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint K and 767 lb uplift at joint B. 8) Girder carries hip end with 7-0-0 end setback 9) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 10) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise 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=-125.0, I-L=-60.0, B-K=-41.7 Concentrated Loads ( lb) Vert: D=- 385.0 1=-385.0 f' Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435HG1 Job ss Truss Type Qty Ply Centex-Orlando/1562-A/jsW8.27-3 — 539164`d5 [HG2 Job Reference (optional) Universal Forest,Products,lnc., Burlington; NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:55 2003 Page 1 13-0-0 _- — -- 20-0-0 ---- { 21-0-0 1-0-0 7-0-0 6.0.0 7-0-0 1-0.0 Scale o 1 :35. 5x10 M1118H 5x6 TL20-- T2 ----- i5.00 12 - - E b 30 TL20= I H G 3x7 TL20= 2x3 TL2011 300 M1118H= 3x4 TL20= Seat Plate Seat Plate 7-1-12 12-10-4 20_0_0 7-1-12 5-8-8 7.1-12 Plate Offsets (X,Y). C:0.5-0,0-1-11] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.12 G-1 >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.33 B-I >696 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.10 E n/a n/a BCOL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 82lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=1643/0-8-0, B=1643/0-8-0 Max Horz B=-62(load case 5) Max UpliftE=-382(load case 5), B=-382(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3209, C-D=-2904, D-E=-3209, E-F=22 GOT CHORD B-1=2890, H-1=2904, G-H=2904, E-G=2891 WEBS C-1=277, D-G=277, C-G=1 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint E and 382 lb uplift at joint B. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385.O1b down and 258.21b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 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 (plo Vert: A-C=-60.0, C-D=-125.0, D-F=-60.0, B-E=-41.7 Concentrated Loads (lb) Vert: C=-385.0 D=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435HG2 Job Truss Truss Type Qty Ply 53916435 IJ2 JA I 6 Kerr 5,100 s May 30 2003 MiTek Industries, Inc. Wed Auo 27 07:22:56 2003 0 1.10-8 Scale - 1:6. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 A >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/fP12002 Matrix) Weight: 8lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) B=156/0-8-0, E=19/Mechanical, C=46/Mechanical Max Horz B=55(load case 4) Max UpliftB=-62(load case 4), C=-24(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-30, C-D=-4 BOT CHORD B-E=O NOTES (4) 1) Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint B and 24 lb uplift at joint C. 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 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 pail of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435J2 1 russ i russ i ype Oty Ply Cenlex-Orlando/l562-A/jsk/8-2 53916435 J7 JACK 18 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 5, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Scale - 1:1 3x4 Tt20= 6-10-8 0-1-8 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl Ud PLATES GRIP CLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.20 A >80 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 23lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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=190/Mechanical, 8=352/0-8-0, D=66/Mechanical Max Horz B=131(load case 4) Max UpliftC=-104(load case 4), B=-82(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=61 BOT CHORD B-D=0 NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint C and 82 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435J7 Job Truss Trus' e,r Qty Ply Centex-Orlando/1562-A/jsk/8-27-3 53916x35 MG2 MONO TbUS S 1 1 Job Reference o tiona— Universal Forest Products,lnc., Burlington', NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:56 2003 Page 1 2x3 TL2011 2-0-0 Scale - 1:6. 5.00112 / i Bi D C I— - 1-0-0 2-0-0 3Xq Tr2a=-- __Trza rrl 1-0-0 1-0-0 Plate Offsets (X,Y): 1&0-0-12,0-2-81 LOADING (psf) TCLL 20.0 SPACING 2.0.0 CSI DEFL in (loc) I/deft L/d PLATES GRIP Plates Increase 1.25 TC 0.05 Vert(LL) -0.00 A-C >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.01 A-C >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC20011rP12002 (Matrix) Weight: 9lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. 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=454/0.8-0, C=489/Mechanical Max Horz A=27(load case 4) Max UpliftA=-93(load case 5), C_ 108(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=16 BOT CHORD A-D=O, C-D=0 WEBS B-C=54 NOTES (5-6) 1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint A and 108 lb uplift at joint C. 4) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 800.01b down and 205.1 lb up at 1-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 5) Truss shall be fabricated per ANSI/rPI 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. 6) L26R: Right end may be attached to 2x6 So.Pine or larger BC of one 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-B=-60.0 Concentrated Loads (lb) Vert: D=-800.0 1, v Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435MG2 Truss TrussType Oly Ply Centex-Orlando/135 SDIHIPFJobReference(o lional rsal Forest, Products,Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:57 2003 Page 1 1- 0- 5.8-13 9-0-0 16-4-9 23.7.7 31-0-0 34-3-3 40-0-0 1-0 0 1. 0.0 5-8-13 3-3-3 7-4-9 7.2-13 7-4-9 3-3.3 5-8.13 1-0-0 Scale 1:70. 5x10 TL20s= US TL20= 2x3 T120 II 5x10 TL20 5. 00 F 12 2x3 TL20 T2 E - F G H 2x3 TL20 C J W1 W1 W1 T1 \` A K J o 3x7TL20= a P G N M L 3x7TL20= WO M1118H= 300 TL20= 300 M1118H= 9- 1-12 16.4.9 23-7-7 30-10-4 40-0-0 I- - --- - — - I I— -- —------f -- - +— 0 9- 1.12 7-2-13 7.2-13 7.2-13 9-1-12 Plate Offsets (Xffi_[D.0.5.0 01-11 [H:0-5-0,0-1-111 LOADING ( psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP Plates Increase 1.25 TC 0.65 Vert(LL) -0.34 N-0 >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.91 N-0 >521 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.22 J n/a n/a BCDL 10.0 CodeFBC20011TP12002 (Matrix) Weight: 192lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-1 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=1653/0-8-0, J=1653/0-8-0 Max Horz B=76(load case 4) Max UpliftB=-212(load case 4), J=-212(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3332, C-D=-3135, D-E=-4008, E-F=-4008, F-G=-4008, G-H=-4008, H-1=-3135, I-J=-3332, J-K=22 BOT CHORD B-0=2995, P-0=2880, 0-P=2880, N-0=4008, M-N=2880, L-M=2880, J-L=2995 WEBS 0-0=264, H-L=264, E-0=-443, G-N=-443, C-0----151, D-0=1269, E-N=-I, H-N=1268, I-L=-150 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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 M1120 plates unless otherwise indicated. 5) All plates are 3x6 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint B and 212 lb uplift at joint J. 8) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD1 Job Truss Type ., Oty Ply Centex-Orlando/1562-A/jsWe-27-3 53916435 JHIPESD 1 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:58 2003 Page 1 1 0-P 5-9-14 11-0-0 17-0-0 , 23-0-0 29-0-0=0 34.2-2 — 40-0_Oi0 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale = 1:70. 5x6 TL20= Us TL20 = 5x6 TL20= 5.00 12 D E F G 2x3 TL20 11 20 TL2011 C / W/i W2 \ W?/ q H o A'- ----- -- .- Le0 3x7TL20= P G N M L K 3x7TL20= 3x10 M1118H= 3x8 TL20 = 300 M1118H= 5-9-14 17-0- i 23-0-0 34-2-2 40-0-0 5-9-14 11-2-2 6-0-0 11-2.2 5-9-14 Plate Offsets (X,Y): D:0-3-0,0-2-4],[F:0-4-0,0-3-01,[G:0-3-0,0-2-41 LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M-N >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -1.03 K-M >459 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.20 1 n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 197lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purfins. 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=1653/0.8-0, 1=1653/0-8-0 Max Horz B=90(load case 4) Max UpliftB=-196(load case 2), 1=•196(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3470, C-D=-3417, D-E=-3321, E-F=-3320, F-G=-3320, G-H=-3417, H-1=-3470, I-J=22 BOT CHORD B-P=3103, O-P=2637, N-0=2637, M-N=3320, L-M=2637, K-L=2637, 1-K--3103 WEBS C-P=-207, H-K==207, D-N=863, E-N=-356, E-M=-1, F-M=-356, G-M=862, G-K=625, D-P=625 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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 M II20 plates unless otherwise indicated. 5) All plates are 3x6 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint B and 196 lb uplift at joint I. 8) 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. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD2 Job Truss Truss Type„ Qty]15TJob x-Orlando/1562-Alsk/8-27-3 , 53916435 SD3 COMMON 1 eference (optional) Universal Forest Products,lnc., Burlingtori, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:59 2003 Page 1 11 7-8-11 ____ 13-0-0 27-0-0 32-3-5 40-0.0 1.0 0 1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0 Scale = 1!70. 5x6 TL20= 5z6 TL20= D E F Soo 12 w \W2 W2 G 4/ wlt H B / / A I 3x7TL20= N M L K J 3x7TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= j--- 10-3-14 f-- 20-0-0 — 29-8-2 -- 40-0-0 --I 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): D:0-3-0,0-2-41F:0-3-0 0-2-4 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.22 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.65 B-N >722 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.19 H n/a n/a BCDL 10.0 CodeFBC2001/fP12002 Matrix) Weight: 188lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-6 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=1653/0-8-0, H=1653/0-8-0 Max Horz B=103(load case 4) Max UpliftB=-241(load case 4), H=-241(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3283, C-D=-3027, F-G=-3027, G-H=-3283, H-1=22, D-E=-2895, E-F=-2895 BOT CHORD B-N=2948, M-N=2495, L-M=2495, K-L=2495, J-K=2495, H-J=2948 WEBS C-N=-336, D-N=537, E-L=-443, D-L=506, F-J=537, G-J=-336, F-L=506 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=151t; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint B and 241 lb uplift at joint H. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard n n , Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD3 Job Truss Truss Type ay Ply Centex-Orlando/1562-Alsk/8-27-3 53916'435 SD4 COMMON 1 1 Job Reference (optional) Universal Forest Products,Mc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:22:59 2003 Page 1 10-p 7-8-11 15-0-0 25-0-0 32 3-5 40-0-0 T0101-0-0 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0 Scale = 1:70. 5x6 TL20= 5x6 TL20= 5.00 12 20 TL2011 D E F Us TL20 % i 5x8 TL20 gi W3 w \ 3 G i 0 3x7 TL20= N M L K J 3x7 TL20= 300 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 300 M1118H= 10-3-14 20-0-0 [ 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): C:0-4-0,0-3-0],[D:0-30,0-2-4]-[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 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.20 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.64 B-N >738 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.19 H n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 193lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-15 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=1653/0-8-0, H=1653/0-8-0 Max Horz B=117(load case 4) Max UpliftB=-239(load case 4), H=-239(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3299, C-D=-3028, F-G=-3028, G-H=-3299, H-1=22, D-E=-2482, E-F=-2482 BOT CHORD B-N=2967, M-N=2314, L-M=2314, K-L=2314, J-K=2314, HJ=2967 WEBS C-N=-404, D-N=667, E-L=-240, D-L=270, F-J=667, G-J=-404, F-L=270 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint B and 239 lb uplift at joint H. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1 . - r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD4 Job Truss Type Qty Ply Centex-Orlando/1562 A/jsWB-27-3 , FSD55391635 COMMON 1 1 Job Reference o tional Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.100s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:00 2003 Page 1 1.0-p 7-8-11 13-9-0 17-0-0 23 0-0 26-3-0 32-3-5 40-0-0 q1-0 0 1-0-0 7-8-11 6-0-5 3-3-0 6.0-0 3-3-0 6-0-5 7.8-11 1-0-0 Scale - 1:70. 5.00 r12 5x6 TL20= 5x6 TL20= 5x8 TL20 ti E Tq F 5x8 TL20- p ' O i' / 2x3 TL20 / 1 \\ 2x3 TL20 C HW2W2 \ 3 WjV/ 91 8L 1 3x7TL20= O N M L K 3x7TL20= 300 M1118H= 500 TL20= 3x6 TL20= 3x6 TL20= 300 M1118H= 10-3.14 I 20-0-0 29-8-2 40-0-0 I 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X YL P_0-_4_Q,03g [E:0.3-0,0-2.41, [F:0-3-0,0-244j[G:0-4-0,0-3-01 LOADING (psf) TCLL 20.0 SPACING 2.0.0 CSI Plates Increase 1.25 TC 0.64 DEFL in (loc) I/defl Ud Vert(LL) -0.20 M >999 240 PLATES GRIP M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.64 B-0 >735 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WS 0.23 Horz(TL) 0.19 1 n/a n/a BCDL 10.0 CodeFBC2001/fP12002 (Matrix) Weight: 204lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-13 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 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz 8=131(load case 4) Max UpliftB=-210(load case 4), 1=-210(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3312, C-D=3025, D-E= 2143, F-G=-2143, G•H=-3025, H-I_-3312, I-J=22, E-F=-2166 BOT CHORD B-0=2961, N-O=2415, M-N=2415, L-M=2415, K-L=2415, 1-K=2961 WEBS C-0=-381, D-0=595, G-K=595, H-K=-381, E-M=560, F-M=560, 0-M=-631, G-M=•631 NOTES (7) 1) Unbalanced roof live loads Have been considered for this design. 2) Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Ops(; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint B and 210 lb uplift at joint I. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD5 Job Truss Truss Type Oty Ply Centex-Orlando/1562-A6/jsk/8-27-3 53916435 SD6 COMMON Job Reference (optional) Universal Forest Products,lnc., Burlingtori, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:01 2003 Page 1 1 7-8-11 i 13-9-0 4— 19-0 0 21-0-0 26-3-0 32-3-5 _ 40-0-0 41002q 1-0-0 7-8-11 6-0.5 5-3.0 2-0.0 5-3-0 6-0-5 7-8-1 1 1-0-0 Scale = 1:70. 5x6 TL20= 5.00 12 5x6 TL20= E F 5x8 TL20:=- 5x8 TL20` T2 D G 2x3 TL20/ 1 j 2x3 TL20 i C W w2 1N2/ 3 " 3-ti o f.-- 3x7 TL20= a N M L K 30 TL20= WO M1118H= 5x12 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 10-3-14 20-0-0 29-8.2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets XY): D:0-4-0,0-3-01,[E:0-3-0,0-2-4 F:0-3-0 0-2-4 G:0-4-0 03.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 M >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.65 B-0 >732 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.19 1 n/a n/a BCDL 10.0 CodeFBC2001/fP12002 Matrix) Weight: 205lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 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 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=144(load case 4) Max UpliftB=-226(load case 4), 1=-226(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3308, C-D=-3025, D-E=-2114, F-G=-2114, G-H=-3025, H-I=3308, I-J=221 E-F=-1964 BOT CHORD B-0=2956, N-0=2426, M-N=2426, L-M=2426, K-L=2426, 1-K=2956 WEBS C-0=-366, D-0=582, G-K=582, H-K=-366, E-M=583, F-M=583, D-M=-723, G-M=-723 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98: 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint B and 226 lb uplift at joint I. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard n 1i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD6 Job Truss Truss Type Qty Ply Centex-Orlando/1562-A/jsk/8-27-3 5391ff435 T1 COMMON + 8 1 Job Reference o tionalllUniversalForestProducts,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:01 2003 Page 1 1-0-p 7-8-11 13-9-0 20-0-0 26-3-0 , 32-3_ 40-0-0 4,1-010 1-0-0 7-8-11 6-0-5 6-3-0 6-3-0 6-0-5 7-8-11 1-0-0 Scale a 1:69. 5x6 TL20= 5.00 [12 E 5x8 TL20 - 5x8 TL20-- D j F 2x3 TL200 20TL20ii C W2 W2 3 G 4 i HAPi 3x7 TL20= N M L K J 3x7 TL20= 300 M1118H= Us TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 10-3-14 i 20-0-0 29-8-2 40-0-0i [ 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): 0:0-4-0,0-310], [F:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.65 B-N >727 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.19 H n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 195lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=151(load case 4) Max UpliftB=-233(load case 4), H=-233(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=-3307, C-D=3025, D-E=-2111, E-F=-2111, F-G=-3025, G-H=-3307, H-1=22 BOT CHORD B-N=2955, M-N=2429, L-M=2429, K-L=2429, J-K=2429, H-J=2955 WEBS C-N=-363, D-N=579, D-L=-734, E-L=1170, F-L=-734, F-J=579, G-J=-363 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) All plates are M1120 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint B and 233 lb uplift at joint H. 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 n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1 Job Truss Truss Type Oly Ply Centex-Orlando/1562-A/jsk/8-27-3 53910435 T1A,,..,, s> 2 1 Job Reference (optional) Universal Fore$I Producis, Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:02 2003 Page 1 1- 0 7-8.11 13-9.0 20-0.0 _I 26-3-0 32-3-5 40-0.0—4+1.010 1- 0-0 7-8.11 6-0-5 6-3-0 6-3-0 6-0-5 7.8-11 1-0-0 Scale - 1:69. 5x6 TL20= 5. 00 j12 E 5x8 TL20 5z8 TL20 C T2 = l F 2x3 T1_20C j 2x3 TL20 b i C G W/ \W2 W j 3 4 / wit 3x7 TL20= O N M L K 3x7 TL20= 300 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20 = WO M1118H — I 10- 3-14 20-0-0 29-8-2 34.0.0 10- 3-14 9-8-2 9.8-2 4-3-14 6.0.0 Plate Offsets (X,Y)_,[B_0-0-2 0-0.2 L:00-4-0,0-3-01,[F:0-4.0,0-3-01,[H:0-0-2,0-0-21 LOADING ( psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP Plates Increase 1.25 TC 0.64 Vert(LL) -0.24 K-M >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.79 K-M >507 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.18 H n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 195lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, F-M REACTIONS ( lb/size) B=1617/0-8-0, H=1449/0-8-0, J=241/0-8.0 Max Horz B=151(load case 4) Max UpliftB=-237(load case 4), H=-246(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3213, C-D=-2931, D-E=-2025, E-F=-2025, F•G=-2697, G-H=-2969, H-1=22 BOT CHORD B-0=2870, N-0=2345, M-N=2345, L-M=2245, K-L=2245, J-K--2635, H-J=2635 WEBS C-0=-365, D-0=572, D-M=-730, E•M=1107, F-M=-595, F-K=350, G-K=330 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MW FRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed:Lumber DOL=1.60 plate grip DOL=1.33. 3) All plates are M1120 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint B and 246 lb uplift at joint H. 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: 53916435 Contractor/. fob: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1A Job Truss Truss Type Cenlex-Orlando/1562-A/jsWB 27-3EPly5391U435T1GDUALRIDGE11JobReferenceotional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:03 2003 Page 1 11 0-0 6-1-3 11-6-10 i 17-0-0 _j 20-0-0 , 22-5-6 , 27-10-13 _40-0-0 41 -0 0 1-0-0 6-1-3 5-5-6 5-5-6 3-0-0 2-5-6 5-5-6 12-1-3 1-0-0 Scale m 1:69. 5x6 TL20= 5.00 F12 3x6 TLC G H E E I 5x8 T1-20% 7Y 3x8 TL20-- ACMl1 D AD K L AH M Al N C ,= W W2 W/ 3 G O i 1 / \ 3x6 TL20 WAJ P3x8TL2Qj5 AK O A \ 3x6 TL2011 R S 3x7 TL20= AA Z Y X W v U T 3x7 TL20= 3x6 TL20= 3x8 TL20= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 8-9-14 17-0-0 25-2-2 40-0-0 8-9-14 8-2-2 8-2-2 14-9-14 Plate Offsets MY): D:0-4-0 0-3-01 LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP Plates Increase 1.25 TC 0.34 Vert(LL) -0.15 X-Y >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.43 X-Y >950 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WS 0.88 Horz(TL) 0.14 R n/a n/a BCDL 10.0 CodeFBC2001/fP12002 (Matrix) Weight: 243lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 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 'Except' WEBS 1 Row at midpt E-AI, V-AI W 1 2 X 4 SYP No.2, W6 2 X 4 SYP No.2 JOINTS 1 Brace at Jt(s): Al REACTIONS (lb/size) B=1444/0-8-0, V=1469/6-8-0, U=-94/6-8-0, T=213/6-8-0, R=282/6-8-0 Max Horz B=151(load case 4) Max UpliftB=-220(load case 4), V=-190(load case 5), U=-107(load case 6), T=-27(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-2845, C-D=-2600, D-E=-1858, E-F=-400, F-G=-377, G-H=-375, H-I=-372, I-J=-389, J-K=-415, K-L=-340, L-M=-377, M-N=-392, N-O=-438, O-P=-358, P-Q=-407, Q-R=-399, R-S=21 BOT CHORD B-AA=2555, Z-AA=2138, Y-Z=2138, X-Y=1990, W-X=2475, V-W=2475, U-V=346, T-U=346, R-T=346 WEBS E-AE=-1432, AC-AE=-1431, AC-AD=-1401, AD-AF=-1446, AF-AH=-2003, AB-AH=-2032, AB-AI=-2032, AG-AI=-2057, AG-AJ=-2285, AJ-AK=-2316, V-AK=-2321, G-AC=79, H-AD=-117, F-AE=1, C-AA=-284, D-AA=421, D-Y=-646, E-Y=891, Y-AF=-452, X-AF=458, X-AG=-354, I-AH=-75, J-Al=-65, K-AG=-218, M-AJ=-82, N-AK=-12, O-V=-327, P-U=7, 0-T=-143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) All plates are M1120 plates unless otherwise indicated. 4) All plates are 2x3 TL20 unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint B, 190 lb uplift at joint V, 107 lb uplift at joint U and 27 lb uplift at joint T. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative 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: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1 G Job Truss Truss Type Qly Ply Centex-Orlando/1562-A/jsk/8-27-3 539*6435 T2 COMMON 1 1 a ,. .a .... Job Reference (optional) Universal Forest Products,Inc., Burlington, NC Z7215, Jeff Kerr .100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:042003 Page 1 1 01..... 6.11.4 10-0.0--' 20-0-0 — 21-1-0-0I 1-0-0 6-11-4 3-0-12 3-0-12 6-11-4 1-0-0 Scale . 1:35. 5x4 TL20= D 2x3 TL20 : r'l '%` \ 2x3 T1.20 5.00 12 % E F 3x5 T120 H3x5 TL20 5x8 TL20= 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets X Y LH:0-4-0 0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.06 B-H >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 B-H >695 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 F n/a n/a BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 83lb LUMBER — BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 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) 8=853/0-8-0, F=853/0-8-0 Max Horz B=-83(load case 5) Max UpliftB=-143(load case 4), F=-143(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, 8-C=-1373, C-D=-1066, D-E=-1066, E-F=-1373, F-G=22 BOT CHORD B-H=1192, F-H=1192 WEBS C-H=-360, 0-H=721, E-H=-360 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opst; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint B and 143 lb uplift at joint F. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/.fob: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2 Job Truss Truss Type Qly ply Centex-Orlando/1562--A/jsW8-27-3 539116435 c T2A HIP TRUSS 1 1 Job Reference o ti0nal Universal Forest Products,lnc., Burlinglbn, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:04 2003 Page 1 6-11-4 --I 9-0-0 I— 11 0-0 i 13-0-12 20-00 T21-0-0 1-0-0 6-11.4 2-0-12 2-0-0 2-0-12 6-11-4 1-0.0 Scale a 135. 5x4 TL20= 5x4 TL20= D E 2x3 TL20'J Y- 2x3TL200 i 5.00 12 C -=' -' \ F W\2 81 — H a USTL20= K J I 3x5 TL20= 3A TL20= 3x4 TL20= 3x4 TL20= 6- 11-4 9-1-12 10-10.4 13-0-12 20-0-0 6- 11-4 2-2-8 1-8-8 2-2-8 6-11-4 LOADING ( psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 CSI TC 0.41 DEFL in (loc) I/dell L/d PLATES GRIP Vert( LL) -0.07 B-K >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.32 B-K >735 180 BCLL 0.0 Rep Stress Incr YES WS OA3 Horz(TL) 0.04 G n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 86lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. SOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) G=853/0-8.0, 8=853/0-8-0 Max Horz B=76(load case 4) Max UpliftG=-136(load case 5), B=-136(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1377, C-D=-1128, D-E=-995, E-F=-1128, F-G=-1377, G-H=22 BOT CHORD B-K=1195, J-K=995, IJ=995, G-1=1195 WEBS D-K=392, E-1=392, C-K=-345, F-I=-345 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint G and 136 lb uplift at joint B. 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: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2A Jo Truss Truss Type Oly Ply Centex-Orlando/1562-A/jsk/8-27-3 , 1539 16435 T26 COMMON Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215 ,Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:05 2003 Page 1 1-0-0 6-11-4 10-0-0 13-0.12 20-0-0 1.0-0 6.11-4 3-0-12 3.0.12 6-11-4 Scale . 1:34. 5x4 TL20= 0 20 TL20\ TL20 i2x3 C ,=' _; % E F 3x5 TL20= Q 3x5 TL20= 5x8 T120= 1p-0-0 20-0-0 , 10-0-0 10-0-0 Plate Offsets (X,Y)G:0-4-0 0-3-0 _ LOADING (psf) TCLL 20.0 SPACING 2-0-0 CS1 Plates Increase 1.25 TC 0.43 DEFL in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.09 F-G >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.39 F-G >598 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.04 F n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 82lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-5 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=864/0-8-0, F=778/Mechanical Max Horz B=89(load case 4) Max UpliftB=-144(load case 4), F=-88(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=-1400, C-D=-1093, D-E=-1096, E-F=-1406 BOT CHORD B-G=1217, F-G=1244 WEBS C-G=-360, D-G=753, E-G=-397 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15h; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 8 and 88 lb uplift at joint F. 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) L26R: Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard ti Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2B L.j Job Truss Truss Type,.,- ., Oty Ply] Job Centex Orlando/15(i2-A/jsW8-27-3 R 53916435 T3G DUAL RIDGE 1 Reference (opticnal) Universal Forest Oroducts,Fnc., Burlington, NC 7215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Wed Aug 27 07:23:05 20 33 Page 1 i 0 10-0-0 - 17-0-0 24-2-5 28-6-11_r 34-0-0 3 1-0.0 10-0-0 7-0-0 7.2-5 4-4-6 5-5-5 1.0-0 Scale - 1:58. 3x8 T120= 3x6 TL20 % Studs @ 24" O.C. vdx6 TL20-- i J 3x6 TL20'- E -- , " 3x6 7120-- D i K 5x8 TL20--- . W 2-0.0 _ 5x8 T1-20 5.00 112 V v1T 5 Wes;",' \ Wt 3x5 TL208 M N (, 5x7 TL20 = R Q P AK 2x5 TL2011 O 2x5 TL20 11 5x7 TL20= 5x8 TL20 = 5x8 TL20= 5x8 TI20= 2x5 TLX II U6 TL20= 2x5 TL2011 Seat Plate Seat Plate 0-0 26-5-12 34-0.0 I 20-0-0 6-5-12 7-6-4 Plate Offsets (XY)_[-8,0-2-111, 8403 [C:0-4-0,00) -3-, [H:0.4-O,Edge], [L:0-4-0,0-3-0], [M:0-3-8,0-2-11] — LOADING (psf) TCLL 20.0 SPACING 2-0.0 Plates Increase 1.25 CSI TC 0.99 DEFL in (loc) Weft Ud PLATES GRIP Vert(LL) -0.21 O-P >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.52 O-P >771 180 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.10 M n/a n/a BCDL 10.0 CodeFBC20011rP12002 Matrix) Weight: 252lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-11 cc purlins. T2 2 X 4 SYP No.1, T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 SYP No.2 WEBS 1 Row at midpt D-S WEBS 2 X 4 SYP No.3 'Except' JOINTS 1 Brace at Jt(s): S W12X4SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) B=1606/0-8-0, M=1691/0-8-0 Max Horz B=132(load case 4) Max UpliftB=-225(load case 4), M=-277(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-13=26, B-C=-3307, C-D=-3008, D-E=-2676, E-F=-2655, F-G=-2501, G-H=823, H-1=768, I-J=-2395, J-K=-2690, K-L=-3369, L-M=-3556, M-N=26 BOT CHORD B-R=2978, Q-R=1715, P-Q=1715, P-AK=2898, O-AK=2898, M-0=3201 WEBS D-W=-337, V-W=-363, U-V=-251, T-U=513, S-T=753, P-S=869, I-S=246, G-T=625, D-R=-138, C-R=-270, R-U=1119, F-V=292, E-W=-68, J-P=484, K-P=-655 K- 0=356, L-0=-183, G-I=-3265 NOTES ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) Truss designed for wind loads in the plane of the truss only. 4) All plates are 2x3 TL20 unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Gable studs spaced at 2-0-0 cc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint B and 277 lb uplift at joint M. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 470.01b down and 120.51b up at 20-0-0 on bottom chord. The design/ selection of such special connection device(s) is the responsibility of others. 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 (pit) Vert: A-H=-60.0, H-N=-60.0, B-M=-20.0 Concentrated Loads (lb) Vert: AK=-470.0 JA1 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/ Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T3G 4c Y MQ Z a ON 3916435 O O Q LO LO m 0 N w Z O oC Z1 J W Q J Q W N L.L, U Y t O1 S K SUPPORTM o W Elms a Nd' W .. r O Ym m r _ m I 4 3 C) 0 C W O Cra J L{,f Q 3916435 z tr tiiL.Lj der: nn,r I er: 1 dry watt cop O . N : a . f#it VASR Kom 8x Iwcd LING 15612x6 Iwcd LOW2sf OTM 4' 40 , 12x12 Iwcd sly 340 rmtrt— s 150 E111ri10, OfifA 4 cow aD 4 12• 3' both duct x4 Iwc 12x12 req to roof cap w/ fnn 5 + t xw MIEA 9' 10 8x4 we rasp 8x 1 5 FAWY 14 1 rp 1x8Iwcd250 9, x10 rag 80 16 IOx6 Iwcd ass $. BEI'* C 10x111 ri:g i.yy F 10 24x18 rag b 6' as j 12x6 Iwcd >A „ Jr 120 BMW 3 si" MOPT r oc 2. 5 TON W/IOKW 2240V IPH FIREDACT18x10plenplatform by bldr fro 42X42 ABC SLAB rlrrw. uef BY B L D R M I N 2' FROM WALL Ft MR PLAN Sim • 1/li. 1'-C N / 1e• x r O.H.D. CITY Must have a minlrlum clearance of 4 Inches around the air handler per the State Energy code. All duct has on r=6 insulation value. Q 06 X a LL- L X o SAFOLiI— LLJ 00 O I— LLJo U cn> Rating z o >- U) m o z o iii Q QoQmID- — icn00 Q j ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK 0 STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WI DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 0 CAULK BETWEEN WOOD BUCK & (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS 1-1/4' MIN. c EMBEDMENT t INSTALLATION ANCHOR 3/16, DIA. TAPCON SHIM AS REQ'D. 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL v a BY OTHERS NOTES" SECTION A -A 1) SHIM AS REQ'O. AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SHIM STACK TO BE 1/4". D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H, EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D, 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE HWHERETAPCONANCHORSARETOBEINSTALLEDWHENUSINGTHE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN_ EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS SHIM AS REO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD ( SEE NOTES) TYP.) GLASS _ TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME IAMB CAULK BETWEEN WINDOW FLANGE L WOOD BUCK W.W. WINDOW WIDTH) SECTION B-B W.W. 1-1/4' MIN. EMBEDMENT fl STUco BY ETHERS a m i o PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPE14ING BY OTHERS 4-4• E K G PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 I SERIES .SINtG E,-HUNGS. ELEVATION11) WHERE WINDOW IS' INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BYLENGTH WOOD IE VE u - M . REWSEMBEDMENTof VIEWED FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE1-3/8- MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PsF TO 40PSF 41 PsF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70asFSIZESIZE 12 18 1/8 X 25 B 8 F.G F,G F,G F,G 13 18 1/8 x 37 3/8 B B B F,G F.G 14 18 1/8 X 49 5/8 8 8 F.G F,G 145 18 1/8 x 55 1/4 B 8 F,G F.G 15 I8 1/8 X 62 B 8 B F,G F,G,H1 16 18 1/8 X 71 8 8 F.G F,G,J,K17181/8 x 83 B B F.G F,G 1 H2 25 1/2 X 25 8 8 F,G F,G IH3 25 1/2 X 37 3/8 8 8 F,G F,G,H,1 1H4 25 1/2 x 49 5/8 B B F.G F,G,H,I 1H45 25 1/2 x 55 1/4 B 8 F.G F,G,H,1 IH5` 25 1/2 x 62 B B F.G F,G,H,1 IH6 Im7 25 1/2 X 71 25 1/2 X 83 B 8 F,G.J.K F,G,J.K 30 1/2 x 26 29 1/2 X 25 8 6 8 B F.G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 F.G F, F.G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 8 F.G F,G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 B F.G F,G,H,1 30 1/2 x 63 29 1/2 X 62 8 8 8 f, F,G,H.I 30 1/2 x 72 29 1/2 X 71 8 F.G. H.1J.K F,G,J,K 30 1 2 x 84 29 1/2 X 83 B B B2236x25BB F,G F,G 23 36 x 37 3/8 8 B F,G F,G.H,I 24 36 x 49 5/8 8 B F,G F,G,H,I 245 Y5 36 X 55 1/4 36 x 62 B B F,G,H,1 F,G,H,t 26 36 x 71 B 8 F,G,H,1 D,E.F,G H,1 27 36 X 83 B 8 F,G,J,K F.,G,H,I,J,K 42 x 26 41 x 25 e B 8 B F,G F,G,H,I 42 x 38 3/8 41 X 37 3/8 B 8 F,G F,G,H,I 42 x 50 5/8 41 x 49 5/8 B 8 F,G,HI F,G,HI 42 x 56 1/4 41 x 55 1/4 B 8 F,G,H,1 D,E,F,G,HI 42 x 63 41 X 62 B 8 F,G,H,1 D,E,F,G,H,1 42 x 72 41 x 71 41 X 83 8 8 F,G,J.K F,G,H,I,J.K 42 x 84 48 x 26 47 X 25 B A,C F,G F,G F.G,H,I 48 x 38 3/8 47 x 37 3/8 B 8 A,C A.0 F. F,G.HI 48 x 50 5/8 47 x 49 5/8 B A,C F.G,H 1 F,G,HI 48 x 56 1/4 47 X 55 1/4 8 A.0 F,G,H,I D,E.F,G,H.1 48 x 63 47 X 62 47 X 71 8 A.0 F.G.H.1 D.E.F.G,H,I 48 x 72 47 X 83 8 A r F G J K 0EFGHI1K 48 x 84 32 52 1/0 X 25 8 A.0 F,G f,G F.G.HI 33 52 1/8 X 37 3/8 8 A,C A,C F,G F,G,H,I F.G,H 1 34 52 1/8 X 49 5/8 a A,C F,G,H,1 D.E.F.GH.I 345 52 1/8 X 55 1/4 8 A,C F,G,H,I D.E,F.G.H.1 35 52 1/8 x 62 52 1/8 x 71 8 A,C F.G,H,1 D,E,F,G,H,I 36 37 52 1/e X 83 1 A,C I F.G.J.K D,E,F,G,J.K.J,K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. ATIONAL. INC FLORIDA EXTRUDERS I SANERD, FLORIDAt TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 & 2000 DRAWN BY: BB APPROVED BY. DATE: 10/09/01 SCALE: N T S DWG.: ELEXOO16 BY: PRODUCT do APPLICATION ENGIuZERING, INC., 250 INTERNATIONAL PKY_. SUITE 250. HEATHRow. FtGRIDA "32746--PHONE: 407 805-0365 FAX 407 w5-0356 JAMB 'TY-;:1 J'AM-P ICCC S":H. JAMS (TYP) I x 2 VA i/s I U13E VjUl :T[]N IAMP 4 Eli X I SELF T AM Z, F SEA: AN T BET-H- 11DC MUL-IGN i. p L: v S cz rj` Q N 7/16 X TUBE MULLIDNI" X 2 x 3/8 IUBE MULUMIN 8 x 1/2 SELF TAP=ING SMS SEA i ANT 2c-'Tld';7-,; A —A I X 2 7. 1 l' 6 X 3,/ E, j: AMB "TYF,,, ITYF.-, jA s x ilc sLLF 7TAP0IN C S MSZ L llSE.A'-Ai-1 IKETWEEK WINDOW FLANGES MULLION 8 X If SERE l'i%.PFTNG Spl$ SirEclION A —A X 4 X !/a TUBE M:,_InN 1000 S.H.- jAmB ?,'yp.) 2 X i/P- SELF T APP ING SM S SEA: AN-i KPwsEEN FLANGES MULLION 2 SEi 9' P T C, i PIN sMS C., 1., 'L 8 X 11/2 SEL.:, IAPPM S-IMS a SELF' SZAL.A..%7 T.Ac3PINCi SMS VINDEPw FLANGES MULLION 2 SELF A P N:--3 S 1-1 s E N A — "A 6 X 1/-P SELF TAPPINIG, SMS r - At AN7 BET-- WINDOV ANIG; L I P48x -I'- SEL TAPP-1 G sms nNc, p, BUCK BY OtHERS \1 1-1' MIN. Q r--F A I i fjTHERS i ATI— S T, k4' A N C R 7 Y EX-tERNAL i'-fU;-;-f-3-jN 47- 7 A PK`A: MULDC'N Tf—i CONCRUE -41 HEAD om-, 1-'N (,A--PPL:jES TO j-41EA-D & SH-L WHDR;- X ARE2, Ei X 1/p S.p TAFFIN0 S-`S SEALAN BETWEEN WI-INDD-W FLANGES 1 MULLION N A—Ak -(7) ImS l,TYPt%l P ELEVA -I it /0 N aJ FF-B I ;: j INSTALLATT01" ANCHOR 6' D11.4i: T AP C6N S R-W AINCHCR 'TY-R' SILL CLIP M lN. P R C A S T S ILL P C T 7- P P. 1) T T,3.N 4! .?NC HERS: 1WHEN RE INTERNATIONAL, INCFLORIDAEXTRUDERSISANFORD, FLORIDA c- f-, r I- n 'T 1 iuu.uy TITLE: jO FL4\,' L- iGESHE SEH R S T DF S HE --E T 0 2) FORuS —0 TETF- R-S-31 E- A CPACIT" f - — UrAPPROVED BY: DRAWN BY: r- 4 A- -0 / i / i - ) —' I ,, . , -m- N i —. c- 1 1 1 i kA r-- I 4 r.,... -n 1 nnrcci IDC rAPArIT11-'q ' SERIES 1000 f CAPACITY 15UU rLANUL VCRI1%.AL UL 31%-71I 1CAPACITYCAPACITYCAPACITYCAPACITYi1X PAC6x3 CAPACITY CAPACITY APACITY 1 X4X3/8 CAPACITY 2X4X3/8 WINDOW CAPACITY WINDOW 1 X2X 1 /8 CAPACITY 1 X2X t /8 CAPACITY 1 X2X3/8 1 X2X3/8 t x2 7/16x1/81 x2 .7/16x1/8 / / Stx2 MULL e MULL 1 X4X1 /8 TUBE MULL 1 X4X 1 /8 TUHE .MULL 1 X4X3/8 TUBE MULL TUHE MULL TUBE MULL CALL TIP -TO -TIP ;TUBE MULL `TUHE MULL TUHE MULL2ANCHORS f TUHE MULL TUBE MULL :TUHE MULL* 4 ANCHORS 1 2 ANCHORS 4 ANCHORS 1 2 ANCHORS TUHE 4 ANCHORS 4 ANCHORS 6 ANCHORS A-A(5) SECT. A-A(5) 1 SECTNA-A 6 SECTNA AR6 SECTNAHA 7 SIZE SIZE 2 ANCHORS SECT. A -A 1 4 ANCHORS I SECT. A=Ai1 1 SECT. A-A(2) SECT. A-A(2) SECT. A-A(3) SECT. A -A 3 SECT. A-A(4) SECT. A-A(4) SECT. t 9 1 j8 X_ Z6 336.52 732.42 336.52 692.83 336.52 _-; s 732.42 1336 1732.42 791.81 1 1187.72 791.81 11187.72 1187.72 i 2 209.72 1429.55 209_72 456.46. 209_72 1456_46 493.47 740.20 - 493.47 740.20 740.20 13 19 t 8 X 38 3 8 209.72 1317.66 1 -- -- 193.92 152.75 - 271.83 359.41 539.12 359.41 - `i539.12 539.12 14 19 1 /8 X 50 5/8` 13 1.23 13t .231 152.75 I - 1.27.29 177.46 1 152.75 135.81 139.09 135.81 194.97 319.55 460.17 319.55 479.33 479.33 145 19 1 8 X 56 1 /4 94.13 94.13 89.2f1 127.29 89.21 97.48 97.48 1 19.85 136.64 282.02 423.03 282.02 -_; 423_Q3 423.03 -- 15 19 1/8 X 63 65. 97 65.97 58.81 58.81 r64.27 _ 64.27 90.09 - 90A9 . 212.62 212.62 296.98 296.98365.75 16 19 1 /8 X 72 :: 43.49 43.49 36.45 36.45 39.83 39.83 55.84_ _ 1131.79 131.79 184.08 184.08294.03 -_ 17 -T 1 19 1/8 X 84 26.96 26.96 y55.84 _- 618.52 927.78 1618.52 1927.78 1927.78 1 H2 26 1 /2 X 26 _ 126Z.87 i 572.13 j 262.87 - - 541.20 -- 262.87 J 572.13 _ 262.87 _ 1157.93 572.13 343.74 1371. 61 1557.41 371.61 557.41 1557.41 1 H3 6 1 /2 X 38 3/a- 157.93 1239.21 j 157.93 323.48 157.93 1113.20 y 343.74 1113.20 4 ---- 201.45 266.35 399.53 Z66.35 399.53 399.53 1 H4 6 1 /2 X 50 5/8 97.25 97.25 69.43 1 13.20 T_---- 93.89 131.51 93.89 100.17 143.71 102.59 100.17 143.81 235.70 i 1339.42 235.70 353.55 1 1353.55 1 H45 6 1 /2 X 56 1 /4 69.43 i 71.58 88_0i 100.34 I 207.10 236.83 207.10 310.65 310.65 1 H5 i 26 1 /2 X 63 48.44-- 48.44 __ 65.51 42.99 1 65.51 142.9946.98 171.58 48---165.86 165.86 _ 1 t 55.44 155.44 217.1 1 217.1 1 1267.38 - 1 H6 26 1 /2 X 72 _ 31.79 i 31.79 26.53 26.53 i 28.99 28.99 40.64 140.64 95.93 95.93 1 133.99_ 1 133.99 1214.02 1 H7 I 26 1 /2 X 84 19.62 i- 19.62 471.75 f 216.75 1471.75 765 510 765 j 765 22 I 37 X 26 ; 216.75 471.75j - 216.75 122.22 471.7514 250.32 1 216.75 1i 122.22 20 1122.22 266.00 I_510 287.57 431.36 287.57 j 431.36 431.36 23 37 X 38 3/8 122.22 J 185.12 185.36 99.17 185.36 1 108.37 85.3fi 1,151.9115t .9 i _ 200.86i301.29 200.86 301.291301.29 24 7 X 50 5 8 173.34 73.34 r---- 70.28 i 70.28 i 74.98 176.79 74.98 1 107.65 1 176.43 1254.07 176.43 _ 264.64 264.64_ 1230.94245137X561 /4 51.97 51.97 136.01 48.70 48.70 53.21 f 53.21 65.43 S 74.59 -_' 153.96 176.06 1 153.96 ---^ 1230.94 _- 230.94 25 37 X 63 _ 36.01 23.47 247 - 31.74 31.74 34.69 34.69 48.62 48.62 1 1 14.76 1 14.76 1 1131.61 1160.30 i 1197.41 26 37 X 72 { j 19.4 6 1 j 2t .26 121 215' 29.81 29.81 170.36 i 70.36 98.27 98.27I 156.97 i27I37X84 _ 14._39 14.39 1417.04 191.61 46 394.49 f----- 191.61 r-- 417.04 .191.61` " fi 417.04 T-__ 450.8S i 676.28 j 450.85 676.281 676.28 32 53 1 /8 X 26 ' 191.61 t_ i 214.14 t t: 38 •: J 231.50 347.25 1 231.50 347.25 34 .Z 33 3 1 /8 X 38 3/8 98.38 1149.02 j 98.38201.51 j 98.38 176.04 83.09 65.45 124.4.14 1 16.47- 194.00 s 231.01 154.00 231.Q1 1231.01 34 3 1 8 X 50 5 8 56.Z3r _/ _ / i 56.23 65.45 i 65.45 rt t Q 56.73 :' r 81.44 133.48 1 192.22 133.48 i 200.23 _ 200.23 3453 1 /8 X 56 f /4 39.32 39.32 1 53.17 53.17 i 56.73 I139.78 58. 39.78 48.91 155.76 • j lt5.08 131.60 111508 . 172.63 172.63 35 53 1 /8 X_63 ; Z6.92 26.92 36.40 36.40 j 25.62 35.92 35.92- 84.77 184.77 97.2t 118.41 -_; 145.8Z 36 53 1 8 X 72 17.34 7.34 23.45 123.45 25.62 15.53 115.53 21.77 5 t .39 i 51.39 71.78 j 71.78 1120.81 37 53 1 /8 X 84 - 10.51 10.51 14.21 14.21 121.77 SERIES 1.000 & 1500 FLANGE VERTICAL FLORIDA EXTRUDERS INTERNATIONAL, SANFORD, INC FLORIDA MULLION DESIGN PRESSURE CAPACITIES TITLE: F _ < -, .., ` - i r- - , . u r li w ti - Y.. « SHEET 2 OF 2 LL INS 5- NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN 13Y:. APPROVED BY: FASTENERS REQUIRED .AT EACH END. 8) DESIGN PRESSURES GIVEN ARE FOR 1.5 X r_ 1r : i '' SCALE: i UIDATE: I i - D1>iI G•: Vi 1f L 2 NOMINAL DOOR SIZE AND CONFIGURATION 4068 XX, OX, XO 5068 XX, OX, XO 6068 XX, OX, XO 8068 XX, OX, XO 10068 XX, OX, XO 5080 XX, OX, XO 6080 XX, OX, xO 8080 XX, 13X1 XO 10080 xx, Ox, X0 50100 XX, OX, XO 60100 XX, X, XO 80100 xx. _ox, x 9068 OXO 12068 OXO 15068 OXO 9080 NO 12080 OXO 15080 OXO 90i00 NO 120100 OX0 9068 XXX 12068 XXX 15068 XXX 9080 XXx 12080 xxx 15080 XXX 90100 XXX 120100 XXX 10068 OXXO 12068 OXXO 16068 OXXO 10080 OXXO 12080 OXxO 16080 OXXO 100100 OxXO 120100 OXXO 160100 OXXO 10068 Xxxx 12068 XXXX 16068-XXXX 10080 XXXX 12080 XXXX 16080 XXX-X i00100 XXXX 120100 XXXX 160100 XXXX I 8 SCREW INSTALLATION ANCHOR CHART DOOR SIZE 48 X 80 60 X 80 72 'X 80 96 X 80 120 X 60 60 X 96 72_X 96 96 X 96 120 X 96 60 X 120 72 X 120 96 X 120 109 1/8 X 80 145 1/8 X 80 181 1/8 X 80 109 1/8 X 96 145 1/8 X .96 181 1/8 k 96 109 1/8 X 120 145 1/8- X 120 106 5/8 X 80 142 5/8 X 80 178 5/8 X 80 106 5/8 X 96 142 5/8 X 96 178 5/8 X 96 106 5/8 ,X 120. 142 5/8 X 120 119 5/8 X 80 143 5/8 X 80 191 5/8 X 80 119 578X 143 5/8 X 96 191 5/8 x 96 119 5/8 X 120 143 5/8 X 120 191 5/8 X 120 11 1/4 X GU- 141 1/4 X 80 189 1/4 X 80 1i7 1/4 X 96 141 1/4 X 96 189 1/4 X 96 117 1/4 X 120 141 1/4 X 120 189 1/4 X 120 QUANTITIES IN HEAD & SILL UP TO 1 46 PSF TO 1 61 PSF TO 45 PSF 70 PSF 6 6 r60F 6 10 0 10 12 12 12 6 6 6 8 8 8 10 10 10 12 12 12 6 6 6 8 8 8 0 10 12- 12 12 14- 14 14 16-: 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 ' 14 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 1204TI414 18 I2 12 14 14 14 18 18 18 12 12 12 14 14 14, 18 18 19 12 12 12 14 14 14 16 1 16 1 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA. JAMB UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF g a 8 8 8 8 g 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 8 a 8 8 8 8 g 8 8 10 10 10 10 10 10 10 10 10 i2 12 12 12 12 12 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 g 8 8 8 8 g g 8 lo 10 1 F- 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12. 12 12 12 12 12 12 12 12 QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 71PFSFTO45PSF60PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5. 5 5 5 5 5 5 5 5 5 6 6 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5• 5 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 7 8 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 5 7 ANCHOR NOTES: 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. T'TLE° SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER DR" BB DATE, 12 / 21 / 01 DIscIPLME: CIVIL scALE: N.T.S. D"4 "¢ FLEX0027 FL. REG. n0 47182' — REv. LETTER: St£ET- ? nF i SHEATHING BY OTHERS Y STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIN AS RE'0"9 SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING ter.7T7Zioh h' a MY c Flo I Df4 FAR uDERS _ _ SLIDING GLASS DOOR FRAME SILL EVI 4 4 G — LIBERALLY APPLY -- CAULKING UNDER SILL E 0 INSTALLATION ANCHOR 8 SCREW . TWO BY WOOD BY OTHERS r 1/4' MAX. 1 SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HE IGHT EMBEDMENT 4 v 1-1/4' MIN. D OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -a DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REQ'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK'BETWEEN DOOR FLANGE SHEATHING STUCCO OR SIDING BY OTHER EXTERIOR ELEVATION 12002 2 PANEL DOOR SHOWN SHEATHING BY OTHERS TEMPERED C TYP.) S SLIDING GL.. INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL t WOOD RS 1ULK BETWEEN OK STRIP 8 iEATHING 1-1/8' MIN. EMBEDMENT NOTE S= I) DOOR MATERIAL ALUMINUM ALLOY 6063. 2) $8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LE14GTH TO ACHIEVE MIN. EMBEDMENT OF i-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4• INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4-) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.. 11) SHIM AS REO'D. AT EA- SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS- 13) WHERE 'x' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2D00 SERIES AND 500 SERIES. REVI DESCRIPTION DATE INI FLORIDAINT. EXTRUDERS SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/0I SCALE: NTS IDWG #FLEX0027 SHT I IYF voronnrn vr- oonrnfrT c noa lChTlCh ENGENEERIW, INC.. 250 INTERNATIONAL PKWY., SUITE 250. HEATWOw. FLORID, 32746. 407-805-0365 FAX' 407-805-0366 i 1/ IL Im 1 V V A m VAN GUARD/FOX & JACOB SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUE5TIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT 18 THE INTENT THAT THESE DRAWINGS BE .IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS .GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 115" = 1'-0". ALL I'tXll PLANS ARE DRAWN TO THE SCALE 1/8" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/I6" = I'-O O.N. GARAGE DR. WIND LOADS BASIC WIND SPEED = 90 M.P_H. (FASTEST MILE) 110 M.P.N. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT ± 0.10 INCLUDED IN DESIGN WIND LOAD) DE61GN WIND LOADS - WALLS = +22 , -18 P5F ROOFS = +20 , -20 PSF 30 PSF AT OVERHANGS) ORLANDO DIVISION NQ SHEET NO. SHEET NAME C COVER SHEET Al FOUNDATION PLAN, WALL SECTIONS, FOUNDATION DETAILS A2 FLOOR PLAN, INTER. ELEVATIONS A3 EXTERIOR ELEVATIONS, TRUSS LAYOUT A3.1 GABLE END DETAILS A3.2 STRAPPING SCHEDULE A4 ELECTRICAL PLAN, RISER DIAGRAMS A5 PRECAST LINTEL DIAGRAM A5.1 PRECAST LINTEL LOAD TABLES S1 GENERAL NOTES, GENERAL DETAILS, CHIMNEY DETAILS S2 REPAIR DETAILS, OPTIONAL COVERED PORCH DETAILS ENGINEERED BY.: = Fox & JAcoss LLLL W W C9 Q 0 04 ENGIMEE IN a we +ans: Ka+o + :,: 1 r DOa" R-5 R^L•st4ATION- COW SLAB IV pav(alew DYER b MIL VAPOR BARRIER ovE TOWIT E-TIMATED, I1onI COWACTED ELL..-) V . ED bOlrimT WCT. X wta+Tm tM GRY.4N1 / C 11RIL 1TOVERDcflJYt3i:m LINTBLOCK Wr S- OYHR52 - bed- BLOCKi I •5 BARtWlam - 5 BARF T'U1SCNhT! FINISHOVET2ll1MDOlUUNITII#3A PRECAST MTN ro • 5 b FT OR CIEATER Cm BLOM tW9 DpUELS, SIJORN LOCATIOPG 3I}• CCNG SLAB tW T i ON FOUNDATION FLANFIBEfd'ESH OVER b M VAPOR BARRIER MAOO r P"W OVER i Ow OvER TCiatvTE- sAE.n 'D. qu Crumpm a47 p, LS VIR I COI• PACTSD I$L r eltow LO C299 ON FplOAT10NflL AN i RgpE Sty' CONC. SLAB Sy:Eta'¢SN • COW &_AZ VAPOR SAJWaR OVER b MIL VAPOR BAfa2JER OVER TREATED OYER TREATED COMPACTED FILL COMPACTED FILL O„ u C 1 • 5 R£BAR CONT, S . • , E GRADE2 - 5 BARS. X THICKENED SLAB NON BEARING ENTRY - CONC. PATIOS G MONOLITHIC SLAB - CMU ONE STORY 25• M91t LAP MN L4P CORERH.4R W) STD. HOOK 5 BAR 5 HOFidL BAR -. Cm CONC. FILLED CHAIR BLOCK LBR LWTEL BEAM REINFORCING CHAIR BLOCK UNDER FRAME ANCHORAGE EXt BLCaG 70 FRAMECONNECTION (TYP SPACING) EXP. BOLT. vJ•. 45•oc J-BOLT: vJ• • se' or- TAPCON: SHEAR STRENGTH x TEST 11091OTZT • IS0.200 W tNTCiFf•fATT(:N V Y- ANCiIOR N-1L110R.^ 8FE.42STRENCG LIGFITWEIGI;T txA, aeE+t ItOLJ.OW BLOCK 316• 616 LBB. t/4' I" LBS. NON LOAD 0I3i WALL 1 •5 WEAR CONT. 3%. COW, SLAB Iv MAIL FIBEFdESM OVER b ML VAPOR BApiER II OVER TE14-WE- TREATED, QBELL COMPACTED FILLDEPRESSEDSLABZ NON BEARING® GARAGE SxS LINTEL FILLED W) VS COW. VERTICAL WEAR SEE PLAN SINGLE COURSE LINTEL 34=I- DETAIL DENOTES PEE PASSM TM1WUGN DETAIL D8101E6 PIPE'""' -...,,,_.... ... ,,... ..... SLEEVE SMALL BE PASSING TINROIYN FOOTING 2 SIZES LARGER TWW ARLVO FME ' PIPE PASSING T14dJ1KGH LAPaSIER SAVE TMAM PIPE PASSM 71_2O1Ydi L I 6 Tr lrxv i I I cmmmml*_ Im I x — i i) sUo IL L) Z W T O W- to- JOV.Z I FCIMDATiON 5LA8NOTE: i 9 I/2• GONG. SLAB i t s a I OVER b MIL VAPOR BAFUZOR ON 0 GLEAN, HELL GOMPAGTE9 TEP+gTE- i RE-54STANTTREATEDPILLORZOQ J a Z J G1 •RECRUIT2- SYSTEM (rYP) I a Z i I O: LL 1 i IO ILL F--- ir DCUN i i r WIN 3 xr CHASE I ! II' i s 24• x24. 12' TF}C I G C40W_ PAfl W1 3) 's EAU i GARAGE FURi i ! 04 i i i G Ja x G 44 rift i EXPANSION BOLTS: _ ER RAWLS FWE M AO TTTY \ / / I M MAXIM L SPALtN6 DF FELLED CELLS FOU A TIONJ_ 1 1 I NET arm ELLSTHATCJW RESIST H 1100 tIPH LOAD 5 REEAR UMM FOOTM V/ CONCFWM -R SCALE = 1/4•G r-0' t ESE,4 WALLFT - 22 PSF IW 25• MM. SPLICE OVERLAP (SEE tYaWATION PLAN ~ CROUTED FOR SIZE) MAXVIM ALLE94AELE TENSM ON HOLLflW EDRE WITS AAw br, AIwr 5 25 P. SI, - ALJ. 53TAH.E IDJ etrrJasO Etr_ wnG TYPICAL EOOTIWS DETAIL a oloaol S T ItP1T1B ! PARTIALLY ERAII® 14ALL 45,43• * W10HARY STRIXE IMS AEJ)sheet M = riN A5 9 G 'LJ071WIT G 9543 .1 • IOA FT. GTiDN i= NOUN >TION T ..._ .... Iz 1 J . . .. . ,. >... x ,, fRl i41 Y $:e B- 9'-4• CaIG MAX. (PS H .:x.^..-.. >... Irei•"" ^;** r _-' ;. ;.r;, , . 4 {2-t_ x , ,t- , , ,- w TENS STId>LliRE t1A5 EfB/ 7D MEET DR ENGINEERING SCAi • KL3 , . 115EFt-0' taTyz - IDO' To Q M1Ax Al MPH. 3 f315T6JII LDAD REi lRB-8l15 s x _ 7JHM6.:•..: RNt - RI1wP. A.IN[ wonaxamo E II R (t ]OtI -• TD IC CEtLM /. OF TIE R-OR1DA COIF m01 E•Tnit. - z_.,.... ... ... L15EEl-O• tQi1Z. 5R CI6 t2 M UN18 W N 15 CdR. W 9'• tGT. %f- e7 = : ., .:..of PRODUCT LOCATION A. aw. EDGE AVOWABLE ALLOWABLE DEp DISTANCE PULLOUT STIEAR RATII-BOLT MASONRY 25• 1/Y t.5" 7b1 LBS 11831'LO& I7651.85. RAttI-BOLTCONCXiEIE 3" t 25• 2537 L85. KITCHEN A SCALE- KITCHEN B SCALE- V4'"r-& KITCHEN C BATH D BATH SCALE- 114'=r-W SCALE- v4•=r-r SCALE- V4 =r-D' INTERIOR ELEVATION5 SCALE = 114" 4-0' PRE-ENGINEERED WOOD TRUSSES. IFT CONNECTOR. SEE ROOF TRUSS LAYOUT FOR QUANTITY AND SIZE. PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND REBAR 16"XIS" CONCRETE v BLOCK COLUMN W/ a0 2 #5 REBAR. SEE FOUNDATION PLAN. APP FIN. GRADE 3 1/2" CONCRETE SLAB 24"X24"XI2" DEEP COLUMN FOOTER W!3 #5 5 EACH WAY BOTTOM OF FOOTER TO BE 12" MIN BELOW GRADE FRONT PORCH SECTION SCALE: N.T.S. NOTE - SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. ALL STRUCTURAL WOOD HEADERS fa', •.r -.. WIN r. - TOsl3£ emu-, DOUBLE 2,X 10 I2ILESS NOTED RIIAOi4ESE - z xirw'`.•. z:- yi__ w LEGW TIaft W. a 8'-0" AFF. NOTE ALL NWWR MJJS TO 8E 3 VC mmo OT"Blaw NOW. NM- ELEVA" "A'SNOYII s}+ zs DRYER24) EBRE56 F r aAt ae MASTS BEVIRM xe. 5 ea+ee x all PcolFv m i IMMIL tu n ri a BEDW 02 RX LW A,PLO c a p NaM: AIR HAPVLER TO 4AVE PIK OF 4' CLEARANCE CH ALL SMS AND ENCLOSURE SPACE SHALL BE MH 12" KNOM THAN APPLIANCE raaras Irt"e 26" INIRIIUII il1111111lILIN --- NIIIPt, r FAMILY ROOM CARPORA rnna& 8 s 0 U O W II< 1h A. ONE= mil' f111- L 2 -CAR GARAGE V11 It11tIN N11111111PE ll z c o ON. _ s 14tl:lF s>_ r •-e_ v r 4 0 ELEVATfT]N ly MLYSFI. ? - FLOOR '. SCALE . v4 r-m' RI1C.4ME a ENGINEERING r, .,, s>r-eea ,_ arc s>'1-unta teIA eclt IowaA7IIYOME lAIeL r, t^.-.. .'^.. t:^,.-; ..,...:-:. .,'. a. C .,,. ,.;. r,..c.: .,. ice,.. .. t. a z ;.... ., , .. .. ... x.. .. _ lltlMe 1 •maoll ry ae» 60. FT. CALC MATIONS LIVM6 1562 r LANAI 0 f ENIRT 28 OTWR 0 GAR iE 3W t tXR wot PATIO 140 t arcmr v rlw ar.: ,N OF R3) ti6E :: - fORNIERWC£ABLE 71EPOR ALL JOIST HAWWR LATERAL LOAD DF'-61GN VALLIEW RB1 x 3 V4• PASELODE CHIN NAL TO FASTEN JACK VALtS lWJ 4) USE (3f*d O TO NIP 61RDER (70) IOid y 5) GASLE Ti:166Eb REasm (v TYPE 'A' OR (V TYPE Yr' STRAP AT 40. OsC FROM ,ceflER-OF flab *d 14W b) ALL 6TTD6 CEL04 CAWEW TMISS S SHALL BE ER1E.RCC**C:CTED6WWi" EP4'WRAP6 TOP AND BOTTOM N ADDITION TO 07FER SiRAFpmONFL** 6FT LAALY, 4X4 PObTb Fkam R)-SP4's ON EACHF34D. 4Xb P06M REpARE (3),-SP4S ON EAON END. 1) BOTJOM HALF OF MT616 TR4166 6TRAP0 Sw+uBE ETT R NEATLY 112 QftAPPED !HOER DOLIBLE TOP PLATE OR NEATLYFASTEMM TO 5 r VERTICALSTWORPOSTDE.'PENDMON AUGMENT CF CAWER AND 61UM OR POST BELOYt 0- 4-1 NOTE: T "4EY TO BE AT LEAST 14*HEST POMT 46NT PASSES THRIJ PDOFAAD AT AST 2' HICTHER TN ANY P T OR INCs IUITHIN ZONTALLY. CO c S_ Im PtTCN_ Q S ONNGLES ft- L li r O 0-- m 431.... w J N cl) FAZE FLOOR FOW GRAVE 1FXItR® r-+ RIGHT SIDE El Pv. T#tlSN I w SCALE = 1/4'= 1'-0' CW"ET d X l OPT FIMPL. pDC, EvBdT GFF /17PJ III I ROOF PITCA 12 6'- 6 TFal58 5EARM OR G APE CWKEY Y Vol I _ - mmmm iviipapiiii l7i isii i savwvvv s^ cs=sect 34- Q-0 6-0-0 FN:M RDOR FNIBN CIP" FLOOR c R0 TM TRUSS 'LAY YOU T ' ;SIRRI AN OFR ' r 4 ENGIN x PA ORwvu awanc WOOD ft s mw r ... .. „ . 45 a- zF:: , ,, t ; .' , rs •aw a •sacral rrf era Fift LEFT SIDE ELEV_ SCALE = V4'- 1'-0' FNl61t- 0.. - TIT. : n st J apt tillN co alll ts sNNr> tl=s rlkfdRl FHSW ELOCK trsxn br trot sks+pn R sbsdd bye FS49LY' RT s>Wcollzm T sheet I 1 v*- Ow i' BRACE TO E)(IENID AT LEAST 1 OR W' COX Bon OF WEE LENGTH (LEE TABLE) 2x4 DIAL- BRACE • 46. OG 0 (4) 104 NAILS • EA END V..\ I FSZDT TWO BAY$ GABLE Tfam 10d MAILS • 4. OC. STUDSPACING NO 1' BRACE 1 ro2t4 L• BRACE n)aa L( BRAG v)xsIi• BRACE 16" W-0' - 4'-s- A.-V - e'.o- S•-6- - T-S- A-O- - bP O'-0- - 4•-ir r-0- - 6'-W- 6-W- - IY-ID" W- W- - U'-S- ruaT FJcieiD B GABLE TRU S 1• BRACE W IOd AT 4- OG LEE SCNEDULE FOR SIZE AND LOCATIOW C n W p Nf 2" PANEL BLOCKING • 40' Or- FOR 71E.(4) RODS OF TRUSSES DOIbLE LINTEL GABLE END FROM EA END TYPICAL - W (U S N EACH COURSE ATTACHED W (T) 16d TOEHARS 1!2• X 6• eEDGE ANCHOR& 32. O)C C0NTVAAMZ BEARING, U64LL BOARD - 2,0 P.T. L ro's VOW. BAR GABLE END MACH MAL( SEE FOLNDATION PLAN 6 FOR EX4Ct LOCATION) { AHD SPEED " iPR MEAN WALL HEIGHT UP TO 30'-0" A SECTION 3 26 GABLE TRAS SWEATm s GABLE Tfd15.6 ^, tj 2x4 6F'R10E OR BETTER Si 1p A35 OR31-V Oor_ ` v s x4 LEDGER tO HATCH BOfTOH LATERAL BRACES s 4'-0• 2x4 SPRUCE OR BETTER VI' CDX FIORD 5LOPE OF 8ClS60R TitUBB 2x4 BLOCKING 46. OC. 2x4 LEDGER TO HATCH B01TO1 Or— ATTACH (3) *d TOENAILS LATERAL BRACES • 4'-O• V A ATTACH TD UEBS {NTH CLU6TERfi CHORD SLOPE OF SCISSOR TRUSS7x4 BLOCK 6. • 4OC, OG ATTACH (2) Ibd t08JAS_6 STRAP TIPS •D• OF (_) IGd NAILS 1' BRACE ATTACH TO U.EBSWITH CLUSTEA9 BRACE IOd NAULO 4. OG (48. OCJ IOd MAILS ii • 4. OL ATTACHEDOr— T P IOd NAILS OF []) IOd MAILS 1 4* QC T W IOO NAILS Wd HAILS 4• OG { 4. OC" TYPICAL • 4. OG TYPICAL DOUBLE LINTEL • GABLE END 2x6PT- 8rl W ( U 5 N EACH COf25E UM 2x4 DRTYU4LL NAfU3t Q. BAR a 4 uj TOP PLATE • f PL. MI FOR LOCATIOU GABLE 7TUUS8-L GABLETRIM {EB TYPICAL GABLE ATTAC 4JENT i SECTIONTYPICALGABLEATT,4GNMENT TO CONCfi ETE END WALL eINL.Ev B1T:4cFoETAr. _ _ _ _ R GT I ON . _._ _ ... . -, TO WOOD FR.QhiMG END WALL pit NQMTHISINSTALLATIONISINADDITIONTDlilSN6TALLA7101NINADDITION70BRACINGF& CL 1131EN S OF TRUSS HANIFACIl7MR BRACED REQIfRB'B1UD OF TIWW HAMFACIUFWtsj; 1fIN{ is6K d- iW-d byd dawn by: dm desln ENGINEERING OW) 714-{00.S /Nt 7f1 Q7 gm) Wd* y ,. y L a.., .. r .,, :,:: ...:,. - PA {U[ 1NN7 MSiIg11E SilffiA R 4)I{ o! xHsu r.... _ . L bra - -Y r/i CODE DESCRIPTION COMPLIANCE FA5TENERS E516N UPLIFTLO% MAX. YBPJ A META18 CONCRETE STRAP SBCCI 9603 1)ply 14-10dx1.5", 2 I 10-16d 150 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-10d 3116 1000 860 D LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34"0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4"0 x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4"0 or LBP 5 8"0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR "& CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 70 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 II HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 I 14-1061.5", (2)ply 14-10d 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 1 1 17-10dx1.5", 2 I 15-16d 12130 18601445500MTT28BHOLDDOWNNER393,432 24-16d AND 5 8" OR 3 4" DIA A 14455 04Lo ps JLIJ DE o;! IL Hit de Clad W_d 6s W. dmwd'sipn dudad br m— r..., .- ENGINEERING shaftt n.-.ou - nee («n na.m PA, Saw M"3 Jamuom SPUNK AL Sun 149 x , , . ram,.. ; x JUN # faNOGERATOR i DISFOSAL 20A W 12 540 1 I 18OU 20A LP v`L 00 2 2 SHALL APPLIANCE 20A VP 12 30M b 6 DENIM& LIGFttw 15A LIP 14 6216 I i GARAGE DOOR OPENER 5A UP W 500 1 6 PADDLE FANS (t6) 5A UP 14 500 SUBTOTAL Qt4TTS) .. , 3M7% f ei 10 D0 W41TS AT 100x S$38 WATTS ' I SERVICE SIZE 50 AWS 4 BAIL C.W. 30A 2IP:' 20A W 5 fF00 z02! 4 A VMIR! ORATOR ., ,,. ,,,.. 20A VP " y 540 t 1 DOPC64 20A W 12 540 1 1 IM4ER 20A VP 12 ISM 2 2 SHALL APPLIANCE 20A VP 12 3000 b b CIENIUM LIGHIWG 5A W 14 585 1 1 GARAGE DOOR OPENER 5A VP 14 bw 6 PADDLE FANS (Ib) 5A I/P 14 500 am -TOTAL (WATTS) 30j95 I eL WOM WATTS AT 1W% 10.0001141TS , REMANDIER 40% 8,52 WATTS AG. 300D 9i47T$ 30M tIIATTS WATTS TOTAL LOAD A"15TOTAL 8813 A11P5 SERVICE SIZE AMPS 2 / 0 SER GABLE RANGE 8/31L 5 50 A ia_O DRYER 100 105 PANEL SMALL APP.12/2 W9 L*WWG GIR 14/24 W5 TO PPL TRANS j 8' GROWD ROD ELECTRICAL R15ER I",-)IA6./E0 A 4 KRE 5ERVIGE: 1562 f 2" Y.T.R 1 1/26 V.T-R COMB. W4Y ELECTRICAL LEGEND 3MT ftvKN FLOOD tr" 4NYMICH V aPamgmlow reo-saW.we DOOR ML rax se® Lrl1f IMCBMW LW (VAPOR PROOF) V Lriif/E7@W1/ O ELECT PM6 Vy CE IG FM PR13AaE V i{ i ene 6 X4 / fl X Z of Cetl6FMF O / _ I LIMY a Cl)— BOf VV 7NFAN19TD LIC4YUR4 ex•. O% 6 LEFT/ J W 0 LICaHTyye x• E ie 6 W W a C [ EL1G FM PR3AFE O Dsro. LL 1 t 1 s J Uzi Ws TUB 2" LAY 1 1/2' 3 U1C. XEIIM s Q Jill 1u, 1 VI LAY 3" _ 3 3 3 3" e - 2" Tl5 3" 2" W. M. NOTE: SEE ATTACHED WVAC FOR br v CORRECT PLAN: O FLU- _ ENGiNEERING e ..a ., ...... .. ... ^ :. TMFOW..... AOG TFhM7T ... _:. .... :_ •. - 't' .,_. g_ .. -< ... '. ::. ., s c<. T.^. : h .,. ... n _ ..- ::. 0. ,.. .:: d 7.. . .. , f.: c*a ..... , - _ IAL117[ NIN1- ALNi11R s1 .aC. ....n.. +, TSi a._. k;. ....._F ., r . .. .. ,. "'' .: wcrs a MF87011 Fp w» SCALE = 1/ 4• •Y-0• Of. f. S R®AR ,4t TOP i • F=J.£D !!hi flZOtlT / i! . W#.LED et ti 3RIF IF• Y 1111 1111111111 gill IA a IR T 562 ALINTEL, c ED:= LINTEL LEAfCi°fl-i L 1 .. n 4'.,. , 8F124BAT. , ALUED LINTEL: A -'a__" ; L 2 T-W 8FIE -SAT AWED LINTEL: A-5 L 3 4'-6' 8Ft6-DEV T ALLIED LINTEL: A-3 L 4 4'-6' 8FIErOBAT ALLIED LINTEL: A-3 L 5 T-b, 8FIE -WT ALLIED LINTEL: A-5 L 6 T_.s. 8FI6-IBAT ALLIED LINTEL: A-5 L l 4'-6' 8FIB-Gaff ALLIED LINTEL: A-3 L 8 4'-W Wro-OBAT ALLIED LINTEL: A-3 L 9 4'-W 8FW DRAT ALLIED LINTEL: A-3 L D 5'-4' 8FIS-OBAT ALLIED LINTEL: A-4 L It 5-4' 8FI6-DEAT ALLIED LINTEL: A-4: ' L 12 .. 4'-4'.-m 8RFI4-OB/IT ALLIED LINTEL:A-3,,,..:'; IF ! 3 1 1 ] HER]]Y k rr lf R.I V! i}ll i 31 ir{iW1rG iLSr 1 Yi itn A iI111 11©13©011©8 aim Cdli1{!1 i i RM 8RFI4-0B/IT 8FIE,-C I NTEL SECT I L TYPE DESIBNATUN W c$oNY LINTEL SECTIONS aZ L8 L7 _ L6 0 a 0 L5 w z J I al L 9 1562 L3 ' J 'a W i L 12 fi L11 C4 LO L 10_'_ L2 -" nYYionc Inlr ew•ss a ]g E UH E LINTT3 Q GABLE ENE] DETAIL 5N. 7 r NELEVATION13' ONLY KOrLl A E ENGINEERING nA46 'e4 y 5 1l -' h Q' - if U - Nay) ns "W n (.07) ns-Mna wr+ 4, g of b D r Se to 0 1! g i1 E i m £ K va eooIMM" WOMMMMOc n mla s IE f 5 1r Wows. wmoal asv err oT zzo+ ig a W !Of y _ .... a._: _..:.::._ ...F..:..:, ... ......_ _ ,....:...... LLNTEL DIAL. m. ZORey_ 016 1143Z _ lSe(f d d d _ Aidf I d r 6 r e dr dr rleir( VAREb A& T62 TABLE Ld j a. a Ld w z t P56b D 5 L1J 13 DI 111git I jJR A I Jtll nogg 1Ri OD Fw11 rymQ R8m8fP. pg„ i 89 FI 13 eoil x ea-Ilig I C 0illIlf. j.„ U '] I jbj; j:_jbjpj-+- Jkj p H3, 5, 0 tv r- 1 l<< R 1 Q mmryp rp1mY0QFdrqR fi Al VN1ry c ai i g o nil eid ryP7ll f noOO aND D D Apo+ aanl:° iyi v uu pp03lNit: FI. D F,$ C. D 111 IV 1V RI IY RI 14Y. T7 _'/ fl 111 IVHSIEH+ lP di. n 1r aOJ. A P t J 11, 1V 0NMtLnprTu- O N EL a 0 1 8" PRECAST & PRESTRESSED U-LINTELS < r-rr cnrr I inn TnRI FCI 8" PRECAST & PR- - rJeM. ' Field tr3nr per ASTM AFi15 BR4D o' BRSO. E.- sUYJtd ASTM MIE, 2lD cn. Bade 1. 1/32 wre pa ASTM AStO. S. t1Ttar per ASTM CZIO type M or 5. GENERAL NOTES 1. Provide full nartor Bead ad bed Ants. 2. Shore filled Intels m required. ins"k3tcn of Noel •must crnlply moth the architectural aL1hr SblLh.-d - , 4. Lsltels'ae nrim fochred via 5-1/2' "notches at. the ends to Fztrnnrodote voticnl cell renfozrlg and q-oultng. S AN Iftels fleet Or EMEed Ij#0 verti al defIbEtrn. el ept Intelsrr-4' and long- wth a noFnrol heghtof 8' fleet or e 2eed LA80. Batton field retar to be located at the bottom 4'-4• (5Y) FRECAST 1489 98 3® 2952F 4929 Br 3412 49a2 1941 4'-W iS4-) PRECAST gl 1449 ZW 7" 44B1 FM NO 4482 1941 5-8•. 168) PRECAST 1B5 602 Wo 2MB 4® 216.7 41774 656 y-01riEl) PRggST 85 TR 15M H449 FZX Na3 gas 331 6412 656 6'-B' {80 )FREr AST am 90i ran 2933 256 Sze901: 671 2933 4M bS+ T-6' M) PRECAST 665 s4 EM 2924 54G 9'$' fl16) PRWAST 371 42o as m esz S35 92B 1491 2rR 2Em r_+-of mniciete mosm" I/1i5. 9 5ofe imd roZr Wed an rotla of deslgl ahol pis perACI318odZr53Q SAFE LDAD TABLE NOTES I. All values bared o1 tnnlmm 4- t ecrng. ET.eptlal. Safe hoods for Unfilled Intels must be redlced try 213% if bearng lencIth is less that 6-1/2•. Safe 1a1d• for off recessed Intels tamed an mammal t>'orng- 2. NR. = Not Rated. 3. Safe Im['15 are total stperlfpmed alkw4oble load on the section Spealile-d- 4. Safe imds based on grade 40 or bade %0 field retnr. 5. Additional lateral load cup moil can be obt rated " the descyler bi pravldgg addlolal rerlfarced mmowl above the precast Intel. 6. One Ill I eba " t3e 5v,tatltuted for two I15 rebars In 8' Intels 0nty. 1. The descgier may evaluate concentrated from the safe load tables 1:71 tttWtn9 the rnDXMT11m reslstng tnonlerlt old shear at d-c" from the fac8. For aOtpD4 5 -Intel helgnts not sFnwn, use safe load from next lower heN3ht. 9. All safe in outs of prods per lneor foot. t UPLIFTTYPEtAT62AL LENGTH M-2•) PRECAST 1244 INS 1 24B 32at1 012 4%l 58M 932 044 519 1 29M 3D 4006 4B% 9 Z 5-1 PRECAST lr91 em zm so 3H7 In 5s-n sea BSaw42145522403033831146435453 6B) PRECAST 9Z4• 1f12 I-M5 Z423 3F 3fa89 4325 S)1 so Im rl4l 2351 29-6 3fl3 4230 no') PRECAST896- n33 rN2 235Z 2%5 Mill 4AS 4BFl 469 B% IM G•U 2255 2MI 3491 406 MCI*) PRECAST Te am t%3 2D42 259 3101 342 a0 IN30 l'S 956 4468 AM 2909 373 3563 iq0') PRECAST GM EAl EM AM 23M 2753 3227 110 941 SM B49 802 r6z 2225 2bM 351 fltb) PRg AST 533• 499 SM n29 148 1104 1 1995 56 E" 533 527 1009 I HA I rEM 20BB 1 2450 REDUCE VALLE BY 196 FOR GRADE 40 FIELD REBAR c .r a4lI Am s. #NrFH 366. 44T3: dE4B BG 9004 IDM raa 3 6' {4Y1 R2SAST 3B8 33T7^ 4689' fOO efim 9w41 •, 3166 44E ECM 626 913D4 10 4721936 4'- 0' NW) PRECAST•: 24% 3461 4438 SIU EE84 8`82646 44-8 6031 1ga 9DD4 0412 1'Sa 4'' t54) PRECAST F151 M - 2EM 34® 40" 48% SE 2F70 4[ax2lU®9 um qm4 I o4R 1 m 5'' 1647 PRECAST 1184 an M MM 1 2826 3B46 1665 28M 9as1 B096 S4OD I 6424 I 14M 5'- 10'f1D•) PRECAST 9l2 EM 125% 1414 MM 2304 213 en 1499 2464 4144 54M 44M 52M 6122 U- 6' f18) PRECAST y 1295 2101 3263 n46 3" 4585 1255 2118 39% 92BO 04 01% bB l•' f'1PR$_AST Tao 1029 6T5 2385 FR4 2439 28f3i 3393 1a29575. MO BEM W% EBB M41 9'- 4' AIZ') PRECAST 5-8 r 1" WA m0 M82 F754 2a:n 165 QM 9M 2544 34EA 40M 9M 10'- 6Y1Z6) PRECAST 456 482 M2 MS915 AM FIB Ea58 1M 1914 M 1 2Tf4 3®. 1414 11'- 4• OW) PRECAST 445 97B EM 1854 rFB 2a8 SRS 935 eEs E54 2" SM 4041 t I2'-a'Y144.1TECAST 4l4 2m4 t9 8ie . 5 M4.:: 1254 lrte Er- 4'11M-1 PRECAST M2. 421 M M5 E61 SM R24 HO 4B6 M CM 4B MM 2343 24M 14'- 0Yt68') PRECAST g 391 645 q6'1 Y9D N62 foal 455 100 a® F114 21M 2686 OTc lf92E5 NRP240 1R 1R 1R IR R MR 1R T3 HID 204S 26U MIS 3*6 IS'- 4' (934) PRFri NR695 1R MR 1R 1R IR wR 12M 965 23M 2590 541D IT- 4•(20B)PRC5T42E55E NR.NR Mt rR 1R wR 1R-%M 950 14m 9M 22aa 2Gm NR. rR wz 1R 1R w IR 4aa M KM NM nM 2030 21'- 4' 256')rRESTRE NR rR wR 4R 1R 1R W IfH 33D 6O 440 Ie4a rm 2N0 22'- 0'(264hf'RES NR 4R IR rR tR NZ wtR 6a 3aD 510 B10 1250 Wr F9"1D 24' oY2889PREs NR W HR W W hR R eD 240 410 1m KM rm Edo I Kinrcc. I ALLIED MATERIALS 8 INSTALLATION 1. reba in precnst Intel EPW per ASTM A615 2, retxs n paired becln GR4D per ASTI•f A615 3 ft for precast Hotels=40DOpsI 4. it for field cocrete=3DOO I 5. c tirrete rnosonry units per A5TM C-9O rtlarttr ppeerr ASTM E= tpe M or 5 6. miaddflrns thy: Richard 0. Nernon. P.E.. Riddle- Nerawn EngNleerng Nc. 1. shore all composite Intels 4' DL. 8. all comp -ice beans mlculate d with 115 9. s tiTbof s tx5ed a1 namnol 8' teorglg W mnmtn). b. all bads sruw n per Inear foot 11, for ii s rot listed use next longer length For safe load iffFIELD REBAR Q 5 GR 40 Q r ' u pQCONCRETE FILL Q GIR, 40 t r l- 5/t3'ACTLIAL ENGINEERING A ON wins KmNlo11C 91O1G4. ft 3v" 7/ 10wK J. MIOl9dl Ff/ OOM Y.. r g.,q+ a k.. YkYY`._ F` S Sr 4' a• (54) PAST fig f52 29m Sal 4M 4Ta1 SMS l215'- 4- MIS 24M 3n1 3913 4F£a9. lZt f64) 5T 1484 2m 27a s 400 4bMl MS505 fMM2a» AM 3293 39m 45*1 5'- 10'tY7) PRECAST BSl Fl30 5 4 3 5 4241 4i8 41A IIasam24mBIMWM41M6,- 6• 08•) PRAT 0,Wt= rEB 22A1 2TA 3290 3Bt2 10l 881 4141 IlB2 GB4 2192 2703 306 3132 1'- 6^ Ma) PRECAST 9A• 9R 14M AF4 2354 ZFiI 3240 59f ESf 9 1029 WAS 1'M29N 2141 32 5 9'- 4' fl2') PRIiAST ml'. 6R 91XF 179.: 6ma mm 2l!YI 454 EaD RDZIa2b34b'- 61120 PRECAST 16• 49B 1g ll: Ian12H 11!i6 rH 396 493 16fat1031iF'112B4 9 1P 4; (136) PREC/tiST; 666' 439 cac fi% 4rx 999 nag 104 Min ffi9 1BI6 66 2R6 363 556 SB . 1 4o9 652 I W4 ix 1 1 -1 1 W'- 0'(S$') FAST 493 SMTS 922 QaG 2B6 36D SIB9-6629 1 922 I254 Hal 06 243 Vr Sill 124 aM 990 11'- B'fr6) f'fdi 243 2.. 592 u96 N'N n42 Hp- 351 225 yen f30 953 b-n am G5 IS'- 4'(1e49 fib 225 329 542 1% 012 8M Sir. 321 SBB 2% 3i 415,4 561 6o TN rl'- 4' (20B')PF2E5T M 26 44964R B14 ro EMNR 255 1'-4'2327 FILES 239 3B3 sm 1% 940 NM NR 204 HS 66 2lB 3% 433 SR 21-4' QSF') PRE` 142 212 996 4T7 63 01 993 NR. n2 22'-at264*)= Im 4 NW.R.I51 Hl i5 322 TI 941 24'-0 W) FRE5 260l NR. I35 24 1 wh29014as5356B0B3aREDUCEVALUEBY z59b FQR GRADE 40 FIELD REBAR LINTEL TABLES ALLIED GRAVITY SAFE LOAD TABLE FOR 8- CONCRETE "U^ LINTELS LINTEL NO. LENGTH 8'x8' UNFILLED S'ne• FILLED B'x12' FILLED B'xI6' FILLED 8'x20' FILLED 8'x24• FILLED a"x28' FILLED a^x32' FILLED A-1210' 5549 6251 93125 120M 12000 120M 120M 12000 A-2 36' 3838 385E 5231 8552 11440 12DOO 120M 12000 A-3 4b• 2D81 1914 3361 4616 WIM, 1269 awl 9924 A-4 510' 1128 1D80 1810 2483 3336 3i13 4631 5350 A-S lb' 902 1055 1844 1542 3294 4029 419D 5522 A-E) 1 9'4' 656 636 1112 1534 1994 2436 2902 331 A-1 IDb- 489 4B3 841 01-0 1522 1851 2211 2556 A-8 IIf S02 6t2 1125 15M 2002 2455 293t 338R A-9 12' 8' 421 48B 9m 1224 iG04 1968 23BO 2121 A-10 la4• 393 419 Tt4 9353 1381 1 1692 20124 2341 A-11 14D' 342 3T3 690 93B 1233 1510 18M 2091 A-12 149' am 334 618 842 1108 852 1624 1819 A-13 1l' 4' 212 2B6 436 611 am 988 1188 aBo A-14 19' 4- 250 395 4% am 113E 1408 WAS MCI A -IS DO• 225 365 4-a 7352 13MISM84.. IS 182M III s N zw. w,NN as s N.w4 IIIII IOI IDIOmI N n1 1 l 1. X Lc$ 7 0 o$ m g U Oa l,- aar "n Esa -4tc ra W WU'^^ v! J 1- z_ J 1rai klar ewc ere4c d- W-dW- ti O1wnlar.-Our OeslB^ Sleet J. A SiOCIClHCs RECLMEM: PROVIDE 2X4 BLOCKW3 IN 714E Q' IW W-Isad NALS ' FIRST THREE FRAP%* SPACES AT 4W O.C.'4REKAINDER NIA4LL STUDS I HEADER c• + T4-tOd NAILS TO EIE $LOCKED AT S&' D4. OR RAT fdtl " , .' • : " ' 807TOfT OF FADER FASTENWs: FASTEN FLOOR SI-EATMM TO FR MINIG W/ tLgTH ad CC"IONS OR 2d 140T DIPPED GALVANIZED NAILS AT T14E FOLLOWING SPACINGS; HEADER 7.. < *, ., . . ,..,, -: ON CB'[TER AT ALL PANEL'ETX,E FRAMHMOs ..:. M) 2XW W10* COXFLRCH a .. ...., ON AT ALL MERIiEDIATE FRAMRJC> 2)1Z,.. CENTER_ FLOOR FRAMM, r-LVVK DIq:Z/4L JJ-4L3 FiI )=1VLJWHLL_J L_v;6TRAP'; TYPICAL NOTE. F A BLOCIMP DIAPHRAGM ZONE S CALLEDIFTFOR ONROOF PLAN PROVIDE 2x4 BLOCKING • ALL PLIYIOOD PANEL EDGES ( NAILS • 4' O.C. FOR BLOCKED DIAPI-IRAG M ZONE ad NAILS AT 6. OL, OR ad NA" AT 4. OG. OR EQILLLNALBNT EGUALNAL73NT PNEIIATD PN EKATIC NAIL AT NAIL AT SUPPORTED EDGES ® SUPPORTED EDGES AND AND BLOCKING AND Q• 0 N2' OLC HELD FOR OTHER 7R11"ab FIELD FOR SHADED AREAS v AREAS OF ROOF Or R or t OR 1/2• COX TIP. , e• 0 Q A 4'-0' r Yii ROOF SHEATHING NAILING RSN PATERN DETAIL COW 2X4 NAIL OTO 5 CHIcNlHwerROOF T060 OR V)COX v FRAMING SADDLE CRICKET M^ CH iNTE TOR CHIMNEY MATCH ROOF SLOPE WA TaOOF FRM1l1C T'BEERBEECONNECTORCHART EC/ED:L£ FOR TRI356 STRAP6) DOUBLE TOP PLATE 1A6• COD OR CDX :•,, SHEATHING; EXTERIOR NA9-ED W/ ION dALV. 4.OG. SLICES AND Q• OG. HEJ_D 2x4 P.T. WALL STIR W/ 3) Vr DIA ANCHOR BOLTS TO BLOCK aaJ 3 P.T. 2X& UV V)• DIATt %P BOLTS • 48" MAX W/ 6' MIL EMBED.(TYPJ s 4W MAX W/ b' 11. EMBED. (TTP.) DETAIL: TYPICAL JAMB FASTENING s OVERHEAD GARAGE DOOR SCALE: N.TS. 4• lib ROp'sc0, ` SADDLE CRICKET CHIMNEY TYP. DETAIL mCNIMi I't DET,4(LS,T k 7TA11 C TNG 1S 42UXEXTERIOR4STtbSmaENE, " NX SM 114lERL/L N OIG SPACM PNx11T. 2' X 4' SPRUCE, FIR 24. O/C 8'-4' ENER A L 2 X < SMIRKS, FlR 2' X 4• SPRUCE, FIR Q• O GFs,.,.:: L . LIVE LOADS .,_,, POOR WW FLOM 4OW . STAR. 40PK 2. " 1R-OSPEMW ph3.a. 3. ALL WORK TO BEN ACCORDANCE MTNTHE FBC. 2001 CHAPTER 16. A. ONLY o"TTEN CHANGES APPROVED BGY THE ENIEER SMALLBEPEWITT7ED. CONCRETE L ALL WORIG TO BE N STRICT ACCORDNANCE WITH THE AC N 310 2. MOC DESKS CRlTER1A+ ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 50) C011PRE86NE STRENGTH • 28 DAYS 5MALL BE 2500 ppeet FOR SLA06 AND FOOTINGS AND 30M p.1 ELS@UER E (WW I'LaXF'IM ILLTER-CEMENT RATIO BY CEK'M FOLLOWS- SPECIFIEDI WN-AIR AIR C S" ENTRAINED INTRANED STRBJGTM.(F I) . CONCRETE: CONCRETE 1500 061 D54 3000 ='.... :056 .. 0, 66 SLUMP -SLAB ON GRADE S`..5• .. '.. ; ' 2• X 4• BOUTMERH PINE 24' OiG>, 9-D . 2' X 4• SCtn ERN PIE Ka' OA: Q- 2' X 4' SOUTHERN FINE Q• OAC a,tv 2• X 6' SPRUCE,FR 24' O/C T3 -0• 2' X b' SPRUCE, FIR 1V O/C 2' X 6. of"Fa ., F R Q' O/C W-4• 2' X b• SOUTHERN PINE 24. OA: M'-0' 2' X W SOUTHERN PNE 16. OC 1'-0' 2' X 6• SWiFEIaJ PPE H2. O/C H'-B' 2* X 8• SPIaICf. FIR 24. OAC n' 2• X 8' SPRUCE, FIR 16• DA: 2P-0'.. 2' X S• SPRUCE FIR Q' OAC 24'-0• 2• X B' 60UTERN PINE 24. 0)G IBM-4• FINE L FOOTING DESIGN BASED ON 11W'1I1 ALLOWABLE BOIL BEARIY PRESSURE OF 20" P&r 2. P FOOTING ELEVATION OCCURS IN DISIURBED04TABLE OR UNSUITABLE TI-E fiNSNEER SMALL BE NOTFED AND NECESSARY ADA07MM BE 1:14DE PER HISNSTplC 1015. 3. PREPARATION OF THE SlBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED bl= N THE GEOTEOI NICAL REPORT. SOIL, O THESE REWRETIBNTS APPLY1. STEPS N WALL FOOTNGS SHALL NOT EXCEED A SLOPE WHEN WNDOUV DOOR OF (1) VERTICAL TO (2) HORIZONTAL. MANNFACTIIRER'6 FASTENING 5. CAUTION SWILL BE USED d1-EN OPERATNG VIBRATORY COMPACTION EQUIPMENT NEAR El I ITT METHOD IS NOT SPECFED. EXISTNG STRICTURES TO AVOID THE RSK OF DAMAGE TO THE STRUCTURE MASONRY L DESIGN, M4TERIAL AND WORIO'UUNSHIP SHALL BE N ACCOfAANNCE WITH TIE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE 11ASONRC STRIC7UI2£9 AG 530/AGI 5303 2 CELLS INDICATED TO BE FILLED SMALL 13E GROUTED WITH 3000 PSI CCNC BETE. (8• TO 10" 6LU11P) PT D( BUCKSFORWI1-DGUS AND DOORS 3. 25' LAP FOR STEEL ALL LOCATIONS. I) SEE MANFACTURERS INSTALLATION INSTRUCTION;, a. ALL CFJ_LS ADJACENT TO CORNERS, END OF SMEAR WALLS AND UNDER CONCENTRATED LOADS IJ ALL W NDCW SNITS MU51 BE FULL SMALL CONTAIN VERTICAL REIEORCIIG AND SMALL BE FILLED WITH CONCRETE WIDTH OF SASH. 5- CONCRETE BLOCKS SMALL COHFORI1 TO ASTM C-W (28 DAY STRENGTH NWO PHI) (I'n• 600 PU, LAID N FINNING, BOND. PT 2X BLSFORWlNDOIFSANDDOORS6. MORTAR SMALL BE TYPE N V INSTALL 3/ 16" DIAMETER SELF TAPPING CONC, ANCHORS EIGHT (B) INCHES MAX 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UND. Iw i v, s MN. D. INTO BBOac"`DC WOOD FASTEN W I DOWIDOOR TO PT BUCKS PER MANUFACTURERS INSTALLATION 1. ALL WOOD FRAMr. AND PRE-ENGNEERED WOOD TRUSSES SMALL BE DESIGNED, DETAILED, AND INSTRUCTIONS. FABRICATED N ACCORDANCE WITH THE PROCEDURES AND REQWREMEW6 OUTLINED IN THE LATEST 2.) ALL WIDOW SHIMS MUST BE RILL EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, WIDTH OF SASH. 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED 70 FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SMALLBENACCORDANCEWTHALLOWABLEVALUESANDSECTIONPROPERTIESTYPICALBLOCKOPENING DETAIL H D AND APPROVED BY THE BWLDNG CODE, DESIGN CALCULATIONS SK+NED AND SEALED BY A LICENSED PROFESSIONALENGINEERARETOBESUBMITTEDTOTHEENGPEERFORAPPROVAL. FORPT BUCK FASTENING AND 35 PSF RATING) 01120/03) 3. PERMANENT BRIDGNG PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS THAT 2X - TOPPLATE I ROW OF 2X4 B/ACKN' s BASE CABINET ID 0PETAL FRAMEWALL 0 BETWEEN 67UDS U DETAIL : TIP. BAR TOP REQUIRED BY THE TRUSS MAMFACIURER TRUSS MIANFACTURER SHALL PROVIDE STA BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURI-Is UPLIFT CONDITIOK 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES : SOUTHERN POE SURFACESDRYUSEDAT19% MAX. M. C. GRADE NO2 OR SPRUCE FINE FIR SOUTH GRADE NO2 5. E ZED METAL HANGERS AND ANCHORS OF THE SIZE AND TYPE REOOhFETDED BY tHE MANUFACTURER FOR EACH USE NCLUDIG RECOMMENDED NAILS. (NOTCHES RECOMMENDED AC44 USENDEDBOONNECTORSOREQUIVALENT) 6. ALL BOLTS USED FOR I OOD 00NS7RUCTICN SHALL BE A MNIMLIM OF IR• DIAMETER AND b" N LENGTH (ASIM A- 301) WITH MN 1 Y)• DIAML WASHER UNO. 1. PROVIDE FRAI- IING MEMVER6 OF SIZES AND OF SPACINGS M40UµOR F NOT SHOWN, N, COMPLY WITHLIMITING STD HEIGHTSCHART. DO NOT SPLICE STRUCTURAL MEt6LIMITINGBETLLEEN SU ""ORTS. VI6. 0.4E OR V2CDX S. ANCHOR AND NAILING AS SHOIW, AND TO COMPLY WITH THE FFECCMI' 94DW NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDMO1 3 ROOF 1/ 16, Om OR 1121 COX SEE DRAWINGS FOR NAHLINOG PATTERNS. MAIL SPACING FRAMING, VERIFICATION OF FIELD GONDITiONS l CONTRACTOR BNALL VERFY ALL mam CONDITIONS AND DI'®451LT5 RELATIVE TO SAME WERE v THERE ARE COINFUCTB BEUEEN ACTUAL FIELD CONDITIONS AND DATA PRESEN M N THE DRAWWC+S, R SUCHCONDITIONS SHALL BE CALLED TO THE ARCHITECTS ATTENTIONAND NECESSARY AD"IMENTS MADE PER HIS INSTRUCTIONS. 4. 4• Z. FOR ANCHOR BOLTS USE H UGHES OR ECLOVALDNT (A-36 OR A-301 STEEL) MA'S EXTERIOR WALL SHEATHING 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE `RATS WITH ad NAILS AT 4. ON CENTER Y9 NAILING PATTERN DETAIL CVs• 6 J W O ss N sheet ot 07N10J 91 OF-19 O11Vd .• _ MW 9AVG 1 Nod 37r W N 11tl130 T133 (13 1 1i 03SSM 93DVav Swat 11tl13C Ki) J-. -. ,:.+.-.. ..,.:-..; Vdo3q3v0M13fW371ROG"t6 i1of7tl3a4ZSr,; - Ti0Na. .. 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IM CAMS 3LL o1N -1 DA'3W Q'loH011i (. tt8'1vJWl 3 a0 3UZ GIOWt 3 3N93a71470 . 9Nouv713 )" na 9 A> 00.0ad s lxod3 33B) ave3a G nJ Nlrlo¢1v .cxod3 J.9 i O a32uvd3a3eNYJs1'137 a31'tld G3991w 3+1 m r N III O7 V n M< Uv D_ 0 0vw m 1 n D= r 0 cn m a JVIIAIS SIVIAG OIHillONOW r Ocl 1SOd HMOd 21d38 ® NOIIVA313 a, HONOd 43b3n00 ® NO1103S 31ZdIS?(1SOd 23( 10! 6V•19 --NOD 0a n 9MV@ 71f /01 11I1J V L-J gv-w 01 m N3 Nv1d 01! aidOVa4OIJa31NoN isodGoan 19 heap . gt" No Ns3i-N3a1mOwnvN6C3r.10 xvW Bvl9 7N07 .UI E W-W a001J aid r.-A a04 a3Gv3N 190d 0V(Z "16G'VNR49WXVLI .9-.Y Nod qv S a3ov3+ exz -1aa 3ms 113-10• G31N3A WAISO uP{V -t1VO0 /III 3GvE1<7.1M vaA ova 3NId mvs MW .9(£ 3019 N7v3 310) H91Nd av(337 9M S>a a3^O'ld Da dva1S®-L 31VNdRL v) H9Md s311 o77n191v71dLL HN SVG3ddv2LLSNV'1d aoold NO 9399fP11 aoan a3 0 1131 H9 a3M tl, 435SIP1 Sry L l9N 3ti3 G7f0119 9NO3dVl d1AN ' 310M a3N10 J.2[ 3+13 9No7dvllnetuV 1N00 Q. fu m Hv39 13W1 NO 119of OVNWSV-W Z mNaa0O3+ ' OMF1v 31a0N1 O99fet3U 7stvorl0! dvac99*94 Nv3WKM aav3- Id l- W7 3a CMG1t'dAt/ dV2119 .V'. Q399aaM7r'd a03 G31fLL119Ei1B 38 Nv7 919iL1 NO9eW9 99R11 C10cm v Mau 11 m 617 d7d011VNV30 'iIN1 ail 27 vmmcw 3i12i3N_ V' N3 IOvbioj SO a379-61M4 91 dva19 X. W i iSOd H080d ONIbd33 iV GV1S 03N3A31H1 SNV63L1 5. L 7 30VMNvlda00"N 334) S NV• ld aid 111d 0317b'dwm 190d G00M G31V'3a1 a3AO a31aav9 a0dv/a ' 1W 9 a!M o NS3-¢130*0 9v19 7NO7 . UIE s ::: x, , rr .,,.; ",.,.r .., n-^:+.a xn.tiy.; h, ,5iiv3cs:i"' farfsr,rn:,r.-:,rt>. ,,.,, uyrx.s. .v' SYir'ke y.a,..:a`-. r,•,m,.x 3 y Car 1.. ,Gyy rf'i°` / ' a:. .'.' r-1. , / 7 rv' ,f R°' :9 .",!y. / .J . N .. m"'' f L 1 I£L-0CM9 HN3) 9mg 117tl d9dws) a +u f W Ol 94Xk h'1 177.1 al9m w7m 9v£ v • M eBVN Ma Nu 91911d . 1i Id1 s, 4 ash J PLANS REVIEWED CITY c -1 r F 4- f- A CITY OF SANFORD PERMIT APPLICATION Permit #: ) 73 Date: Job Address: s'!f . 3C• 1 f _.. l , r7 ,. Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole — Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets .2 Plumbing Repair— Residential or Commercial Occupancy Type: Residential Ir 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: C-('y, fex i4(j t Phone: Contractor Name & Address: fi 'S State License Number: Phone & Fux-:(W 17 1°k—Z 1 y, y - .; 7_,- Contact Person: e'A2 Phone:( 2/61)1 Y* a:Ye Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. 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 ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 ofthiscounty, 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 requi e s of Florida Lien Law, 13. 7 6 - / 7- OIL( Signature of Owner/Agent Date g f re of/Contractor/Agent ate hl1 ' V O C Yt Print Owner/Agent's Name PrintContractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Signature of Notary -State of Florida Date Contractor/Agent is — Personally Known to Me or Produced ID Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date)