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HomeMy WebLinkAbout116 Bristol Forest Trl (2)PERMIT ADDRESS\X�Q CONTRACTOR ADDRESS Centex. Homes 385 Douglas Ave., Ste 2000 _.Altamonte._Springs,. FL 32714_ 407-661-2176 PHONE NUMBER ,MC _0_49689_ ._. PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE n SUBDIVISIO] PI it CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 116 BRISTOL FOREST TR for which permit 04-00000491 has heretofore been issued on 12/09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as (1.2.AI S�&(p "A,,LL 4.,� complies with all the building, plumbing, electrical, Zoning and ubdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled L{ • to .,Ott ZONING: Inspected UTILITIES: Water Lines In 4•60 m 11- Meter Set Reclaimed Water ENGINEERING:` Drainage/ Maintenance (� Bond PUBLIC Street Name Signs Storm Sewer Street Work WORKS: DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE DATE APPROVAL FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 1/12/04 12/09/03 1/27/04 12/16/03 12/09/03 12/09/03 12/09/03 12/09/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION - --- ---_.._ 2 This is to certify that the building located at 116 BRISTOL FOREST TR for which permit 04-00000491 has heretofore been issued on 12/09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 12/09/03 91.93 01-RADON GAS TAX FEE 12/09/03 14.95 01-ROAD IMPACT FEES 12/09/03 847.00 01-RECOVERY FD/CERT. PGM. 12/09/03 14.96 01-SCHOOL IMPACT FEE 12/09/03 1384.00 WD IMPACT:SINGLE FAMILY 12/09/03 650.00 SD IMPACT:SINGLE FAMILY 12/09/03 1700.00 OWNER BUILDING OFFICIAL / IT a) CERTI CATE OF OCCUPANCY **** SINGLE FAMILY RESIDENCE**** DATE: 04/05/04 PERMIT #: 04-491 ADDRESS: 116 BRISTOL FOREST TRAIL PRESERVE AT LADE MONROE CONTRACTOR: CENTEX PRONE #: DARRIN 407-466-9799 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. /ElEngineering ❑ Public Works ❑ Utilities 6k L>fao&� o ❑ Fire N/A ❑Zoning N/A ❑Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPAC REQUEST FOR FINAL INSPE TiON **** SINGLE FAIVIILY RESIDENC* DATE: 04/05/04 - E a $ c � `N E p a PERMIT #: 04-491 ti 4) a u v w C7 r ADDRESS: 116 BRISTOL FOREST TF06 PRESERVE AT LA M® E V; 4 A rV 0- Cr CONTRACTOR: CENTER PHONE #: DARRIN 407-466-9799 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. []Engineering ❑ Fire N/A ❑ Public Works A0, []Zoning N/A Ttilities ❑Licensing N/A CONDITIONS: (TO BE CO L T ONLY IF APPROVAL IS CONDITIONAL) F I who 3 Sg�F CERTIFCATE OF OCCUPANCY�d3��� REQUEST FOR FINAL INSPECT'IO ?.5u6LOer **** SINGLE FAMILY RESIDENCE**** DATE: 04/05/04 PERMIT #: 04-491 ADDRESS: 116 BRISTOL FOREST TRAIL PRESERVE AT LADE MONROE CONTRACTOR: CENTEX PHONE #: DARRIN 407-466-9799 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑ Engineering i Public Works []Utilities ❑ Fire ❑Zoning []Licensing I_1 N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 116 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 13, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ##' - ##.##" or 0.100❑ 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 B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA. B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202940035 E 4117AJ5 4/17/95 X WA b ru. Indicate the source of One t3ase Flood Elevation (BFE) data or base flood depth entered in 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is Hie building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Desi nation 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 I (Select the building diagram most similar to the building for which this certificate is being completed:- see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1 A30, ARIAH, AR/AO Complete Items C3: as 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 Co ' niCo t NONE nversro mmen s Elevation reference marls used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 13. 5 ft.(m) o b) Top of next higher floor 22.9 ft.(m) n o c) Bottom of lowest horizontal structural member (V zones only) NA. ft.(m) ro o d) Attached garage (top of slab) 13. 2 ft.(m) E o e) Lowest elevation of machinery and/or equipment W CU servicing the building (Describe in a Comments area) 13.0 ft.(m) E o i) Lowest adjacent (finished) grade (LAG) 12.9 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 13. 1 ft.(m) 0)(0 u) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all —anent o nin s (flood t ' C3 h 0 g pe pe ven s) In , _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. certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U S. Code, Section 1001 CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING &MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH PTR64180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 4/2/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the BUILDING STREET ADDRESS (Including Apt, Unit, E 116 BRISTOL FOREST TRAIL CITY SANFORD information from Section A. and/or Bldg. No.) OR P.O. ROUTE AND BOX Na STATE FL For Insurance Company Use: Policy Number ZIP CODE Company NAIC Number 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed... Ell. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use inatural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(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.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? i ❑Y ❑ es 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 C3.1 only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmyknoWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ Tile information in Section.0 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 datJof the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement Irmo. r=revauun or as-ouru lowest poor (ncluoing basement) of the building is: (-,Q RFG nr (in 7nnn A 01 r4nnn, . f Fl.,...a—. # n, _. _ft.(m) Datum: — ,,,, —,.,,—1—Ftl, V111,,, 111y oL U 1U kJU11U111y 01rc ra. it.(m) Uatum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments MA Form 81-31, January 2003 I Replaces all previous edition: PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) i LOT 13, PRESERVE AT LAKE MONROE I AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE STORMWgTER MANAGEMENT EXCLUSIVE USE OF: AREA COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC rr S72„46'48"E --- ' — 3 7, 00'' a LOT 14 1Q A=23'36'48" L=92.73' R=225.00' LOT 13 6.7' LOT 12 I" - 30' GRAPHIC SCALE . 0 15 30 CB=N77'32'50"W g irk _�' 400 G Ill c~/1 C=92.07' '` / o o� TWO STORY N II o W <f" Ka CONCRETE BLOCK & WOOD FRAME 1 y 1 R' co 0 ¢ j o RESIDENCE n FINISH FLOOR o of ; �` (5 ZI Lv T 6 0 ELEVATION: 13.49 '� II - Z ' o nNTRYCOVERED � V 20.T 6.3', r •.:CONCRETE. 3 C ; \ ' ` '`;DRIVEWAY; N 1 1 IS 215'K'S OFF - - iA -- ------- __.-----3 WALK OF UTILITY EASEMENT J PTQ ... . \ 4= O ;aoo�ZSO 0 "E m R.2 ZB Al ilo N 1p73Pt 54.58'03„ 2.58' R.250 C6�5g4 S g9•g8'19"J o Ca2 tIN I �1� Rtl1V UY I00. _ C`52'I2"E PC ,\/5q -- ---- — — -1 A=35'3B'30" — L=155.52' R=250.00' CB-S72'12'26"E C=153.02' NOTE: BRISTOL FOREST TRAIL 1. ALL DIRECTIONS AND DISTANCES HAVE 50' RIGHT-OF-WAY LEGEND BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 04-1-04. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND - THE SUBJECT PROPERTY APPEARS TO LIE IN .ZONE X. THED PLAIN. YOR AREA SURVE'MAKES00 ANO UOARANTEES AS TO THE ADOVE INFORMATION. PLEASE CONTACT IFIE LOCAL F.E.M. A. AGENT FOR VERIFICATION, ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISIIED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 13 BEING S 00.01'41" E PER PLAT, (FIELD DATE:) 12/24/03 REVISED: SCALE: I„ = 30 FEET APPROVED BY: Si FINAL 4-1-04 CKB JOB NO. ASM39627 FORMBOARD- 12/29/03 GHF PLOT PLAN 10-31-03 SDO DRAWN BY: LOT FIT 01-06-03 CKB -- — BUILDING SETBACK LINE — CENTERLINE MLW MINIMUM LOT WIDTH - — — RIGHT OF WAY LINE POB POINT ON BOUNDARY XX%•%% PCC POINT OF COMPOUND CURVATURE EXISTING ELEVATION _ POC. POINT ON CURVE _ OR OFFICIAL RECORD - - Q_ FND NAIL AND DISC PD A PLANNED DEVELOPMENT .- LB #68 (04/01/04) DENOTES DELTA ANGLE 0 FND 1/2" IRON ROD AND CAP - L C. 0. DENOTES ARC LENGTH DENOTES CHORD BEARING LB #6393 (04/01/04) PC DENOTES POINT OF CURVATURE LB LAND SURVEYING BUSINESS PI - DENOTES POINT OF INTERSECTION LS LAND SURVEYOR PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT - PT DENOTES POINT OF TANGENCY - PCP (P) PERMANENT CONTROL POINT PER TYP A/C TYPICAL AIR CONDITIONER (M) PLAT MEASURED COW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH .. CP CONCRETE PAD SO. FT. SQUARE FEET PB PLAT BOOK NO NATURAL GRADE R RADIUS R/W RIGHT-OF-WAY PGS PACES - AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LEI#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE_ CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL j SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. . . 4-0-o+ M firm/N - FOR THE FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION . For Insurance Company Use. BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 116 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 13, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residenfial, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type). ##' - ##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map. .. ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA. 64. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202940035 E 4/17195 4/17/95 X NIA u U. Hu -am; u E; aw W ui u is odsu riuuu raevauon trsr-t) aata or case flood depth entered in B9. ❑ AS Profile I ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construcfiion *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1 A30, ARIAH, ARIAO Complete Items C3.-aAi 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 ®No o a) Top of bottom floor (including basement or endosure) 13. 5 ft.(m) 7 o b) Top of next higher floor 22.9 ft.(m) n o c) Bottom of lowest horizontal structural member (V zones only) N/A . ft,(m) N ro o d) Attached garage (top of slab) 13. 2 ft.(m) E a to o e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) s 13.0 ft:(m) o f) Lowest adjacent (finished) grade (LAG) 12.9 ft.(m) 3 a o g) Highest adjacent (finished) grade (HAG) 13. 1 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3 h 0 s in (s cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001 CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR &MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH TRWET. A4,LORLANDO FL 32803 SIGNATURE DATE TELEPHONE 4I2J04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the BUILDING STREET ADDRESS (Including ApL, Unit, Suite, and/or Bldg. 116 BRISTOL FOREST TRAIL CITY SANFORD information from Section A. OR P.O. ROUTE AND BOX NO. STATE FL For Insurance Company Use: Policy Number J ZIP CODE Company NAIC Number 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN CIE -IS AN A/C ❑ 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) 0 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and 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) 0 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E forZone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmyknoWedge. FROPERI r vvvNERSOROWNERS AUTHORIZED REPRESENTATIVE'S "VLf COJ CITY STATE ZIP CODE DATE TELEPHONE COMMENTS 1 SECTION G - COMMUNITY INFORMATION (OPTIONALI U Check here if attachments local olticial who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation ificate. Complete the applicable item(s) and sign below. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation inforr. nation. (Indicate the source and datesbf the elevation data in the Comrlents area below.) ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone AO. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes, G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUE IT _ 1 r T . This pewit has been Issued for. LJ New Construction ❑ Substantial Improvement r8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: _ A BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: 'LOCAL OFFICIAL'S NAME TIT, COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Vy f VI I I O I -J I , aanuary 2uu3 i Check here if attachments Replaces all previous editions PLAT OF SURVEY ' DESCRIPTION: (AS FURNISHED) LOT 13, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I NOTE: , I ! 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). ' TRACT q STORMWATER j MANAGEMENT AREA S72•46'48"E -------- 37.00' CERTIFIED TO AND FOR THE ------- EXCLUSIVE USE OF: I 1 COMMERCETITLE COMPANY � 1 COMMERCE TITLE INSURANCE COMPANY CO I 1 CTX MORTGAGE COMPANY, LlC (10 11 (� N ; p 2 - � N 0 A - .I" = 30' GRAPHIC SCALE °fll r A 15 30 LOT 14 y; LOT 13 LOT 12 I(1D A=23-36'48" -' L=92.73' .¢ , .. _ 6.7 I, a a:cs R=225.00' 16.::... r136' I Q M J CB=N77'32'50"W Q «) z 40It .0' 11, C=92.07' a N o TWO STORY � 1 o t9 LL.I . �i'' �� xa CONCRETE BLOCK & WOOD FRAME 1 u 1 -Co - -U Z RESIDENCE o FINISH FLOOR o! It m Cr„ a Ll.l I ! , i ELEVATION:13.49 n 111 - Z 11 00 �:D (� i COVERED 1 N 19, I' 20.7' ENTRY 6.3' 2zo' 11 � 13.0'' 1 YI N • r,CONCRE TE DRIVEWAY; 3 C - 1 1 i •` wAUC IS. �--.__--•-- 7 1 yn .WALK IS 2.5 OFF --- ______3 --.--�--------` - 0.1' OFF ,'�_`: • 8 1p' UTILITY EASEMENT I i .. I;.. Wp•40 P� -' • 27" 4.`�}.•. " '` lia L�2.94 PI o 1.'o R 00' I 107.31• 25 \ a 9 58'03" 89'412a'E W O N CB 2 89'5819i� 2.58' R=250.00' i o g4 S 1 N C3 Cfly RigMTR<N� CB_S71'52,1 1 _ OF�WAY C-, 1�22' 1"E - �15/9 _ PC - d=35'38'30" - - L=155.52' R=250.00• - .. - - - C8=S72'12'26"E I - C=153.02' ` - NOTE: BRISTOL FOREST TRAIL 1. ALL DIRECTIONS AND DISTANCES HAVE 50' RIGHT-OF-WAY LEGEND BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE — — — — BUILDING SETBACK LINE SURVEY, IF ANY. — CENTERLINE MLW MINIMUM LOT WIDTH - 2. PROPERTY CORNERS SHOWN HEREON WEREX — — RIGHT OF WAY LINE POB PCC .POINT ON BOUNDARY PONT POIOF COMPOUND CURVATURE - POC POINT ON CURVE SET/FOUND ON 04-1-04, UNLESS OTHERWISE EXISTING ELEVATION 0R PLANNED RECORD SHOWN. - Q END NAIL AND DISC PD � PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE - - LB #68 (04/01/04) L DENOTES ARC LENGTH 3: THE SURVEYOR HAS NOT ABSTRACTED THE END 1/2"IRON ROD AND CAP 0 C.B. DENOTES CHORD BEARING LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB #6393 (04/01/04) PC DENOTES POINT OF CURVATURE WAY, RESTRICTIONS OF RECORD WHICH MAY - LLAND SURVEYING BUSINESSPi -- LS LAND SURVEYOR DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE AFFECT THE TITLE OR USE OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN PCP PERMANENT CONTROL POINT. (P) PER PLAT TYP TYPICAL A/C - AIR CONDITIONER CBW CONCRETE BLOCK WALL LOCATED EXCEPT AS SHOWN. (%0 MEASURED.' FND FOUND --CS RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE C/W CONCRETE WALK S/W SIDEWALK "CONCRETE SLAB ,C CHORD LENGTH - ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PB PLLAT BOOKPAD SO. FT. SQUARE FEET Nc NATURAL GRADE SURVEYOR AND MAPPER. R RADIUS R/W RIGHT-OF-WAY - PGS PAGES - I N PANEL HAVE EXAMINED THE F.IDATED 4. COMM7/95 AND NO 120294 0035 E.DATED 4/17/95 ANO FOUND I HEREBY CERTIFY, THAT THIS BOUNDARY THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 1 YEAR FLOOD PLAIN• SURVEY, SUBJECT TO THE SURVEYOR'S NOTE j THE SE A MAKES NO GUARANTEES TO ABOVE INFORMATION. k1 yt;,g "'" "' CONTAINED HEREON MEETS .THE APPLICABLE ' CONTACT PLEASE CONTACT THE LOCAL F. E. M. A. AGENT FOR VERIFICATION. EN R 1; } "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY- ERncnD CONTROL ns FURNISHED. �� BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER BEARINGS SHOWN HEREON ARE BASED ON * 61G17-6, FLORIDA ADMINISTRATIVE CODE THE EASTERLY LINE OF LOT 13 PURSUANT TO CHAPTER 472.027, FLORIDA BEING S 00'01'41" E PER PLAT. *' ;; STATUTES. e (FIELD.` DATE:) 12/24/03 REVISED: rn •. 3 a x5 .. _. -LIA - O SCALE: 1" = 30 FEET' APPROVED BY: SJ FINAL 4-1-04 CKB ASM39627 FORMBOARD 12/29/03 GHF JOB N0. PLOT PLAN 10-31-03 SDO DRAWN BY: LOT FIT 01-06-03 CKB 32789 (407) 426-7979 vWNW FOR THE FIRH M R. MUS ATELLO JR, PSM#49 8 DATE COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD _ ' STATEMENT NUMBER 103-75753 D ATE N / rll�) � 3 /~,� L\[l \ BUILDING PERMIT -\` \-\�(CITY) CIT NTT. NUMBER:: UNIT ADDRESS3 TRAFFIC ZONEN FI AT' OWNER NAME:: 22 ILE_��������������� APPLICANT NAIMEs ADDRESS: ___ LAND USE CATEGORY: 001 - Single Family Detached Hcuse TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction -----_-^-----__--_---------_--------_----_---------------------------------_---_ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE ` TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ..... ______------------------------------------------------------------------- ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS ` '-COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIDRARY CO —WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,205.00 STATEMENT RECEIVED BY: SIGNATURE`_ _ (PLEASE PRINT NAME)D /7 ATE NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY �0 **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE BATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: ' CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENi)E SANFORD. FL 32771 ` PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A�** *******************SINGLE FAMILY BUILDING PERMIT*****************f** x Permit #: ©"A — vq Job Address: CITY OF SANFORD PERMIT APPLICATION ✓► // A Date: Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING QQ q Historic District: Zoning: Value of Work: $ 1L XTO S 1 cev �.03_ Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Cor_Commercial Plumbing Repair— Residential o�mmercial Occupancy Type: Residential Wat Commercial Industrial Total Square Footage: /G1[ 1 Construction Type: # of Stories: --c-2 # of Dwelling Units: _J_ Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 0 /-3 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. , STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: PATRICK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE) State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P O BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida L' n Law, 713. ®(�T. 16 2003 Signature of Owner/Agent Date Signature of Contractor/ OCT PAT KN I-GHT Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldt:!. {'—1,&w3_ Zonin (Initial & Datc) Special Conditions: Print Contractor/Agent's Signature iF(Notan3Stau, CT 16 2003 Contrafor/Agi tit ttiXXlsoPersonally,Known„to Me. or — Pr, Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) r- - ❑ 1. ❑ 2. 4 ❑ 6. City of Sanford Building Division Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. C. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages I. Garages/Carports sq. ft- 2. Porches/Entries sq- ft- 3_ Patio(s) sq. ft. 4. Conditioned Structure Q sq. ft. j. Total Gross Area sq. ft. Three (3) sets of completed Florida Energy Code Forms. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e_ Property ownership verification. f Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date 15 2003 Owner/Agent Signature _ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ��1 C> 5 Z i ° F 6G6i Ma. irsk �.ff. ' � ar q „�� i, ::f . i , t.r�i�' � �:�„• tis�etoraf tl. 1?,7? t I 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 22-19-30-502-0000-0130 Tax District: S3-SANFORD WATERFRONT REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 118 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $285 Find Comparable Sales within this Subdivision 2003 Taxable Value: $13,680 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 13 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680.00 $13,680 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. [�*** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.orglpls/weblre_web.seminole_county_title?PARCEL=2219305020000O 130&coparcel=22-19-30-502-0000-01 10/ 10/2003 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie 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 . KNIGHT CGC049689 STATE OF FLORIDA LOT 13 COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this Off 2 g 2003 by Patrick J . Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. TARY PUBLIC 's .y�¢., KIMBERLYA.BROWN _.;AMY COMMISSION # DID 098590 . 'a EXPIRES: Match 29, 2M4 ''•F,oF nQP' Bonded Thru Notary FuNic underwriters M. I• SH-25 SH-25 (+22/ -24) 022/ -24) EGRESS ;� EGRESS I-RT_5 __ -----, m ii n ii W.I.G. li .9 It It e' RAT ur. 0 w a001, - "3 m It CARPET R R BEDRM "2 D BEDM R 9,-91I 8'FLAT aG CARPET RR It ° e'MAT CLa 9F8 - CARPET RR_--- ^ 1-R T 5 12' 0 5. 2'-1" 3'-2" OPT. TYAAY 6080 BI FOLD 2668 - 2668I .__ 1-RT5 BAT y 0 Ltia1 B'FLAT a K S BATH - NL. vom 68 'B'Rdt 2668 2668 4'-5 1/2• .. OUT WALL 4' TO FU OUT WALL 3'- FOR TUB RAM �' 4" TO Y-0' FOR 1 _ t - L g•_p^ 3 _g• III -It IR' TLIB DRAM 1 m 2668 5C •= r I-R 15 2x6NOT AIR HANDLER TO HAVE 9 B ---- --Fa =_ - - MIN. OF 4" CLEARANCE ON6OWBI y 61 ALL SIDES AND ENCLOSURE `* SPACE 5HALL BE MIN. 12" WIDER THAN APPLIANCE 61 BEDRM 04 MASTER BEDRM OPT. GAMERM e'RAT aG F FLAT Cla 'CARPET FLR CARPET R.R 20'-41/2' C EGRESS 2x4 4.4 Wv WD. COL. ro SH-25 4xv 5 (+22/ -24) SH-25 (+2': -29) B DBL-25 (+22/ -24) (+21/ -28) 7]SH-2 9 _ EGRESS v PLANSrL' iCITY 0SANS ' s ENTRYWAY Will. SEAT PARTIAL FRONT ELEVATION "B" a MASTER BEDROOM .l 2%o GYP HJR'v DBL-25 V2. OSB RRQl FiATE (+21/ -2w 74'11. WORSEAT a 2'-10" 2'-10" (ELEV. B ONLY) 5CALE = 1Q'= 1'-0' SCALE = 14'= 1'-0' NOTE: EXTERIOR WALLS WERE VERIFIED affIGIENT FOR SHEAR LOADS ALL STRUCTURAL WOOD HEADERS To BE DOUBLE 2" X 10" UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR UUALL5 TO BE 3 1/2. NOTE: LEGEND LNLE55 OT14ERW15E NOTED. SEE FOUNDATION PLAN FOR NOTE: ELEVATION "A" SHOUR FILLED CELL LOCATION. 8'-0' AFF. BM WALL i HB ul m N N 1 � ! Q ry RRI C,4 I E ENGINEERING (407) 774-9ao3 sA (40) n4-8477 P.O. DO% 16IM3 FLTA.OM SPRINGS, FL 32716 THOI J. I DER :ON EEi 47818 I I _0. SH-23 SH-25 514-2 L _ (+22/ -24) coNc PATIO (+22/-24) 022/ 24 r- --------FIFAP,714 ❑ Dy �6-0 X 6- IIH 1 _ t (+21/ -23) y - AT OPT. FP. RAT HcAR1H t ' LL PROV FROJIDE QRSIDE KITCHEN o NOOK COtBmTICN AE O WFLAT as WRAT a& - — WAIOCD vPtYLRR vMTLRR C t ILY KM t O y FLAT CL& 9 TRR - I d I ' `iE11T - ' SNEtvP1G-isFe- ---- = L 3' 6TAIX 4 2 4' 2868 ¢rr LAUNDRY m- 2s6sn�R° sera;. v / W RAT as t 34 ,t rc D r. m� 2.8 IV vnm FLA � � 8 3 i 11 i WL. BAS. WALL ''-0'`b'-e'O 2 PAGE DINING RM I I sRar CQIC RR t' RAt aG. 1 i CARFV RR ' u - I 8 _108. I 2 -T2" 3'-2 1t M 20'-0 3/8" . ui 0 17" NIGH STOP WAI L BRG. WALL I 9 1 BTX.c WALL LIVING RM _ I a i I 1 - e' FLAT CLG. CARPET RR ' ' t i 16' X _1' O.H.D. 1`+19/ -23) i PANEL T'RECAST I LW EL IV (U 5 ( 1/ -23) IM rj OBL-25 (+21/ -28) 6'-2" 2'-10" 12'-4" / II H II II BEDRM. #4/ HALL/STAIR WELL GAME RM. II ---------------- -------------- 11 II II II GUT DOWN 2x12 TREAD ENTRY I^ Nosa P1,111R. RM. IXb BACK 2x12 STRINGER STAIR INFORMATION 8 HEIGHT: 9'-4" LENGHT: 11'-8' LL RISERS: IS @ 9 I/2" EACH Nve TREADS:14 @ 10" EACH 250cf 5TAIR o} RUN DETf�IL LL m SCALE: N.T.S. ( NOTE: SEE STAIR DETAIL IN STRLCTURAL SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION. ) O m I NB 9 5Q. FT. CALCULATIONS 15t FLOOR 1062 dl 2nd FLOOR 1441 TOTALLIVING AREA 2509 111 LANAI 0 III ENTRY 15 111 OTHER O * GARACsE 421 >� TOTAL AREA _ LNDER ROOF 21351 >� PATIO_:_., TOTAL AREA:, fi QQ �maO P.�az ga rn .s?8 �5$ N Fas W elf tJ �y••8 /Q V $$V ea3� Q I's L Pig N ` asI<o revisions EeNt a9,.,M designed by. nl drawn by. dr design checked by. aww dam: o1-Zz-or sheet: A2 of: This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE 11®I au,nu 8 1116111� i l itii ts� 6u lit it ; i r � Ma MORSE, CLERK OF CIRCUIT COURT SDINOLE COUTV 8�K 054�►63 PG t 343 CLERK' 6 B; Li.@@31f365131 QED 10/16/2m 11:58:28 An RECORDING FEES 6.03 RECMD By S 01411eY THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 13 , PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 ' Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in' Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specifi Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SURE 2000. ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS OCT 15 2003 Lci[Irt tU GUPV NAF?YANNE MORE OLERK OF CIRCUIT COU DEPUry ELFR Oct 6 20D3 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION Nve 2728 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC ••••••••••• JACKIE ••CAINEB Comm!! 11219 � EvkW �mnooe Bonded MN (80*32 42M CN)"j, uu.n.�i.uii.�i AAwn-1 i•i S-06-223 12:S2PM FROM P , Permit Job Address: V\1110_� Description of Work:= Historic District: CITY OF SANFORD PERMIT APPLICATION Value of Work: Date: Permit Type: Building Electrical X Mechanical Plumbing __ Firc Sprinkler/Alarm PoQI _ Eledrirsl:NewServica— #ofAMPSAddition/Altera6on Change of Service Temporu]yPolc Mechanical: Residential Non -Residential Replacement New (Duct Layout & Fnergy Cb c. Required) Plumbing/ New Commercial: 9 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 Tyne; # of Stories: # of Dwelling Units: —. FloodGooe: (FEMA form required For u[ucr L:,aci X) Pxrcel 5: (Artach Proofo(Owncrahip & l egat Description) Owocrz name & Address: Centex Homes 385 Douglas Ave. Suite 2000 _ Altamnnte SpringssFT, 32714 Phone: 407-661-2150 _ Conte;ctor Namc & Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando, FL 32806 State License Number; EC0002494 Phone & Fax: Fax 407-S51-1 226 Contact Person0ohn Findlay_.,. Phonc: 407-851-1220 liondiup Cornpany: _.— \lorT�,a�,c Lender: A(IdFos. A rt;ltiltc VEn;;incer. Addros. Phone: l nx: Application is hereby trade to obtain a pumir to do the work and installations as indicated. I certify that no work or installanon has commenced prt:�; i:: n,c ssuancc of a perntit and char all work will be performed to meet standards of all laws regulating oonsaucrion in this jurisdiction. I underrand that a separdtc permii must'oe sccured for ELECTRJCAL WORK, PLUMBING, SIGNS, WFLLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR-7()NDIT[ON ERS, etc. 0"'NE& AFFIDAV rr: l certify that all ofthc foregoing information is accurate and that all we* will be done in eorrrplianec with all applicable i, , •-: i ct ,.lannp, ca w-don and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R.&S V1, Y IN c;1.rn- I";, 'l&;(3 TWICE FOR MPROvsMENTS TO YOUR PROPERTY. TF YOU rNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A170R.N'EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTIt'F,: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public rccoras o: ;his cuunry, and there may be addirional permits required from other govemmental entitles such as water management districts, state ugencics, or fede!al �rcnctes Accepance of permit is verification that I will notiry the uwner of the property of the requirements o°' ' .� — 713. Signature o(Owner/Agent Date ; gnaturc of Contractor/AgCM Datc innl Owncr/Agent's Name S Q,aature of Notary -Sufic of Flonda Date Owncr/ngcnt is Pcrsonalh Knomi to Mc or Prnduccd IU i6u nt'PROVE0 AY: Uldg Initial &.I.);Iwl Charles Cannon ........ 1'r Contr'Sclor .-\gcnl's Namc Signawrp of Nn'Ziry•Slatc of -londt PATRICIA A. VADLAC s ay MY COMMISSION O DL7 Pij�Q; (:'ontractpr/Ace.: is _ Pursun;,i;� Know tt'6�tbf (oaf' LXPIRB9 Msr€It2b 21I05 43.00-3-NOTARY FL Notary armcary (Initial & Uatr) (htitial K i)atc) (liru�l c� Uu:: Jibs C; CJ�' SAIa1F'0�1 P�;P.I?'Sl•3' A�FI,�t;•,.dt'['30>ti , 11131pric Tdtgxrget: ZnaILtF:, _ ° y��Lt� 4f i?(m k—, }'prroi3 Type: L�tjilc:i tg A Elec�ical__ Ma-1 aa; i:w Plitr,iFit f s isw S t zil��e_rr^.l�r„� 3 stt�czt! 1e• service — o_` � i PS �;s1�1i 1 erflpsir�L7r Pot, l �esliarllcst Residential " Non -Residential 3iepltts ieni Nev f lie ct Layow �'fr ri pe-gy al e utredl) piurrlAing/ Nevi Commercial, St of i,%tures of Watef A, Sewer Limits ; t of Cry Lines plumbing/, vy Residerltizi: z_ of Vats; Closeis Plumbiaig Repair- Residential or Corirtrie Eaal r Occ<partey Type: Residential 61� Cotrirriersial Industrizil Coristruction Tyne: of Stories: of Dwellifig Units- F➢oPei Zane: (FEIYIA &rmt rwtibrod f6 c flier E&na,� Xy Parcel 0: (Attach Pre*f of Ownership A Lsgal Description) Owners Dame & Address: Phone: Contractor N2rne e& Address: License Phone c& Fax_ Bonding Company: Address: .Morigage Lender: Address- Architect/Engineer, Address' _ Phone: Fax: MY O�TiT1 .. Application is hereby ,Made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commen(tA prior to the issuance of a p ,„ it and that all work will b: .i,ori,� ed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate' permit must be secured for ELECTRICAL WOM PLUtv1BU%, SIGNS, WELLS, POOLS, FORNAMES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 eertiE/ that all of the foregoing infonnation is ae€urate and that all work will be done in compliance with 'all applicat it I wr. rr 1 ;d ling conSt uelon amid : o ling. WAIRNIIYG TO OWNER YOUR FAiLURE TO RECORD A NOTICE OF COMM "CEIWE!q T M_A„ T._ sUL-i. M Y i i )1': I ` ; `.V\1G TWICE FOR NMOVEI IENTS TO YOUR PROPERTY. IFYOLi NI t bND TO OBTA1r4 F- NANCIN' G, Oi ULI T H YOUR LENDER OR A)". ATTORNEY BEFORE RECORDING'YOUR NOTICE OF COMMENCEIIviENT. NOTICE' In addition to the requirements of this permit, there ,may be additional restrictions appli a to s pr e, ey at may fou d in dic-' public orris of this county, and there may be additional permi s required from other governmental entities such wat , gem distic , state encit:,, ,)i frdc..r- t agencies. Acceptance of permit is verification that 1 aill notify the owner of the property of the req ' emen o ten w, FS 713. Signature of Owner/Agent ent 7 2004 8Tt g Date ROBERT nG toDtLLO USSO Date Print Owner/Agent's Name Print ontracior .Aeeru•5 Name � _ Signatureof Notary -State of Flonda Date Signature of No_�-State of Flonda JAN 2 7 2004 Dare Oumer/Agent is _ Personal], Known to ,Me or Contractor/Ac,c.::5 _ ZPonal;\Known to Me or Produced ID Produce .") APFLIC`Al ION APPROVED f3Y: Bldg: Zoning' Initial & Datc`, Initial & Date)' —nn — ( (Initial K date) (hnual & D., `" °°� MIRI0 C, TUR~ �;xeiU!C�unduion;S RNE ---�b•�i�`'t f, n `rrwiuo+�!`� r UU C7ZNjd I w.<" E�PIrtS:Jul if 2007 + I Bonded Thru Notary ^"•• Public Uncenvriters Permit #: o y--/ Job Address: / 16 Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 3— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Z 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 e� Q/lc Phone: Contractor Name & Address: KMK("<A SSfi Aha ro>s, 5-+ f 0P a-, /- 2� l Z p C c�s~zl ag' 8p I ���r t�Qq s � State License Number: Phone & Fax: O 1 U / Z Z Contact Person: Phone: Bonding Company - Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLSi FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, F�SS7713. Signature of Owner/Agent Date SignaturreofC,ac Contractor/Agent Date 'l Print Owner/Agent's Name Print Co /Agent's PrOle e17 A Signature of Notary -State of Florida Date tary-Brat orida to ,�� Owner/Agent is _ Personally Known to Me or _ Produced ID Contractor/Agent isPersonally Known to Me or Produced ID Z,� 2 -7Y2-5&6 APPLICATION APPROVED BY: Bldg: Zoning: Utilities: (Initial & Date) (Initial & Date) Special Conditions: M 0 �C) N 6 �_oGaa a • �QbOQ :, 1' it 5�P•• FD: (Initial & Date) (Initial & Date) i POWER OF ATTORNEY Date: /2 1&--03 C"d IZ+eck. (cyxJ do hereby authorize ZFYUsqg1d 4- g ,"/axis to pull the P"b permit for `�� ,�(' - � F a--s*- T .Y type of pernut address Signature T. S. SLO * *: MY COMMISSION # DD 152189 EXPIRES: November30 2006 Pf Bonded 7f- N.Wry PU* 1oCll � • ' � o �n�.S C Personally knownjZ:drivers license # State of Florida, County of Dea nip@. on t day of ID e L 206,43, j PLOT PLAN DESCRIP l- ON: , (AS FURNISHED) LOT 13, PRESERVE .AT LAKE MONROE AS RECORDED. IN PLAT BOOK 62, PAGES 12-15 OF THE' PUBLIC• RECORDS OF SEMINOLE COUNTY, FLORIDA •` IMPERVIOUS CALCULATIONS (LOT ONLY) •Y, LOT 13 CONTAINS.8565 SQUARE FEET ±"(LOT -ONLY) THIS STRUCTURE CONTAINS 1505 SQUARE FEET TOTAL CONCRETE 536 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 7060 SO. FT. PERCENT OF CONCRETE & STRUCTURE TO:LOT 247 t SQUARE FOOTAGE (UP' TO CURB) - - LOT 13 UP TO CURB CONTAINS 9611 SQUARE FEET t THIS STRUCTURE CONTAINS,1505 SQUARE FEET t CONCRETE 1043 SQ. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 7063 SO. FT, t TRACT A, STORMWATER MANAGEMENT AREA S72'46'48"E --------g —37.00' LOT 13 zO , DRAINAGE TYPED 1 ,n V , . �i 11 0y U A 1" = 30' GRAPHIC SCALE i ml 7� 0 15 30 LOT 14 WI 01 �1 I� LOT 12 ,y Lu Q I 40.0' 1 - '�^ 40.00' 1, .c N .. W uo 1 0=23'36 48 2509oseD 11 m co 0 L-92.73' Z A/C FINISHED FLOOR o o Z W Iaf I n ELEVATION=13.00 0 R=225.00' �� �I' ❑ a 0 0 0 CB=N77'32'S0"W 1 '1 ,P�,� RE�� - ��.. C=92.07'-19.1'�_ 207 n63_ pppggp�, w I DRIVE -1:D•" —" _ . � N , Vi O - 1 10' UTILITY EASEMENT PI v�L=15258 1 7,g4 00 o R,2g0 ; 2g'E m N g•4 \ rl 58 �� CENq P/c", OFP OF 1?=250:Do- CB-S71'52'12"E P� A-3538'30" CB=S72'12`26"E BUILDING SETBACKS C=153.02• EAR REAR: 20 BRISTOL FOREST TRAIL SIDE: 5 50' RIGHT-OF-WAY CORNER: 15' PREPARED FOR CENTEX HOMES 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. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 13 BEING S 00'01'41" E PER PLAT, (FIELD DATE:) REVISED: SCALE: 1` = 30 FEET APPROVED BY: SJ JOB NO. ASM39627 PLOT PLAN 10-31-03 SDO DRAWN BY:. LOT FIT 01-06703 CKB saffmA — . — -- . BUILDING SETBACK LINE. MLW MINIMUM LOT WIDTH - POO POINT ON BOUNDARY — CENTERLINE PCC POINT OF COMPOUND CURVATURE — — RIGHT OF WAY LINE. POC POINT ON CURVE 0 PROPOSED ELEVATION OR OFFICIAL RECORD ' PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW ZS DENOTES DELTA ANGLE L DENOTES RC LENGTH - O CONCRETE C.D. DENOTES CHORD BEARING CHORD 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 TANGENCY PCP PERMANENT CONTROL POINT - TYP. TYPICAL (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 - S/W SIDEWALK , C CHORD LENGTH CP CONCRETE PAD 50. FT. SQUARE FEET PO PLAT BOOK - NG NATURAL GRADE R RADIUS R/W RIGHT-OF-WAY PGS PAGES - 'RICANSURVEYING & MAPPING LICATION OF AUTHORIZATION NUMBER LB#631 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA .LICENSED SURVEYOR AND MAPPER. FOR THE 'hipir, FIRM d LRMUrCA`TELL JR. PSM#4 28 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project, Name: 2509 LMR (q Builder: CENTEX-FOX & JACOB Address: 1I(D BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a_ Central Unit Cap: 42.0 kBtu/hr 3. Number or units, if multi -family I _ SEER:12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ S. Is this a worst case? Yes 6. Conditioned floor area (ft') 2509 ft2 c_ N/A _ 7. Glass area & type a. Clear - single pane 258.0 fe _ 13_ Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 112 b. N/A _ 8_ Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c. N/A _ b. Raised Wood, Adjacent R=11-0, 399.0W _ c. N/A 14. Hot water systems 4` Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 802.0 W _ EF: 0.86 _ b. Frame, Wood, Adjacent R=1 1.0, 310.0 ft' _ b. N/A _ c_ Frame, Wood, Exterior R=11.0, 1176.0 W d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft' _ 15_ HVAC credits _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11_ Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Interior Sup_ R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A NV-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 31902 PASS Total base points: 35706 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BYE DATE: I Oh 0 03 hereby certifythat. this building, as designed, is in r _ compliance with the Florida Energy Code. OWNER/AGENT.--!U DATE: i (()IQ 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. '' H BUILDING OFFICIAL: 01 T Y DATE: EnergyGauge® (Version. FLRCSB v3.2) FORM 60OA-2001 IV - SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 5347 1.00 1705.6 Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1.00 1891.2 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear E 1.0 10.2 32.0 59.31 0.99 1886.8 Single, Clear E 1.0 8.2 16.0 59.31 0.99 942.3 As -Built Total: 258.0 14025.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946.4 Exterior 1978.0 1.90 3758.2 Frame, Wood, Adjacent 11.0 310.0 0.70 217.0 Frame, Wood, Exterior 11.0 1176.0 1.90 2234.4 Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1741.0 2.13 3708.3 Under Attic 30.0 1741.0 2.13 X 1.00 3708.3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 162.0(p) -31.8 -5151.6 Stab -On -Grade Edge Insulation 0.0 162.0(p -31.90 -5167.8 Raised 399.0 -3.43 -1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: -6520.2 As -Built Total: 561.0 -4449.6 INFILTRATION Area X- BSPM = Points Area X SPM = Points 2509.0 14.31 35903.8 2509.0 14.31 35903.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 ' SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 48834.7 Summer As -Built Points: 52710.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 52710.2 1.000 (1.087 x 1.150 x 0.90) 0.284 1.000 16851.5 48834.7 0.4266 20832.9 52710.2 1.00 1.125 0.284 1.000 16851.5 EnergyGauge'rm DCA Form 600A-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 L r WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2509.0 5.86 2646.5 Single, Clear W 1.0 16.2 32.0 10.74 1.00 343.6 Single, Clear W 1.0 14.2 10.0 10.74 1.00 107.4 Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5 Single, Clear E 1.0 16.2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7 Single, Clear E 1.0 6.2 32.0 9.96 1.01 321.4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear E 1.0 10.2 32.0 9.96 1.00 320.0 Single, Clear E 1.0 8.2 16.0 9.96 1.00 160.1 As -Built Total: 258.0 2592.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 310.0 1.80 558.0 Concrete, Int Insul, Exterior 4.1 802.0 3.31 2650.6 Exterior 1978.0 2.00 3956.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Frame, Wood, Exterior 11.0 1176.0 2.00 2352.0 Base Total: 2288.0 4514.0 As -Built Total: 2288.0 5560.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1741.0 0.64 1114.2 Under Attic 30.0 1741.0 0.64 X 1.00 1114.2 Base Total: 1741.0 1114.2 As -Built Total: 1741.0 1114.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 162.0(p) -1.9 -307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 399.0 -0.20 -79.8 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: -387.6 As -Built Total: 561.0 1123.2 INFILTRATION Area X BWPM = Points Area X ' WPM = Points 2509.0 -0.28 -702.5 2509.0 -0.28 -702.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 `. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 7358.6 Winter As -Built Points: 9862.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 9862.2 1.000 (1.078 x 1.160 x 0.92) 0.402 1.000 4555.7 7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 d a 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 20833 4617 10256 35706 16851 4556 10495 31902 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 r FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams_ Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type ►C 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, I have combustion air. 6A-22 OTHFR PRFSCRIPTIVF MFASURFS /must hP mPt nr PYCPPr1Pr1 by all rncirionrnc Y COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@)/FlaRES'2001 FLRCSB v3.2 PERFORMANCEENERGY DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 1 _ New construction or existing New _ 12. Cooling systems 2_ Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5_ is this a worst case? Yes 6_ Conditioned floor area (ft') 2509 ft2 c. N/A _ 7. Glass area & type _ a. Clear - single pane 258.0 ft2 _ 13_ Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 fe _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types . a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 399.0W c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 802.0 W _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 310.0 ft2 _ b. N/A _ c. Frame, Wood, Exterior R=11.0, 1176.0 ft2 d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 fe _ 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: Une. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b_ N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 0�-iHE S74TF in this home before final inspection. Otherwise, a new EPL Display Card will be completed _ _ ; 0 based on installed Code compliant features. �r2 - Builder Signature: Date: 10 Al 8 ii fl Address of New Home: 1BRISTOL FOREST TR. City/FLZip: LAKE MOUROE/32747 1,lcop *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar" trdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 nlnformatom_:.. Weather: Oftido AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 'F Heating Summary Building heat loss 36350 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 36350 Btuh Infiltration Method Simplified Construction quality Average Heat' Coolingg Area (ft') 20 2509 Volume (It) 20072 20072 Air chanur 0.70 0.40 Equiv. AGM (cfm) 234 134 Heating Equipment Summary Make JN4TROL Trade Efficiency Heating input Heating outlxit Heating temp rise Actual heating fan Heating air flow factor Space thermostat 0 Btuh @ 47-F 0 °F 1400 cfm 0.039 dmlBtuh Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 29386 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 °F Use mfg. data n Ratelswing multiplier 0.98 Total sens. equip. bad 30253 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 Btuh Total latent equip. bad 7538 Btuh Total equ*pn- nt load 37791 Btuh Req. total capacity at 0.70% SHR 3.6 ton Cooling Equipment Summary Make JANTTROL Trade Efficiency 120 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1400 cfm Cooling air flow factor 0.048 dnvBtuh Load sensible heat ratio 80 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet as requirements of Manual J 7th Ed. VVr-19 itsoft Right -Suite Residential- 5.5.06 RSR26014 ACCA E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr 2002-Apr-03 16:42:13 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20072 f 3 x 0.0167 = 234 cfm 2 Winter infiltration bad 1.1 x 234 cfm x 32 °F Winter TD = 8243 Btuh 3. Winter infiltration HTM 8243 Btuh / 296 ft2 Total window = 27.8 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 2 Summer itAttraation bad 1.1 x 134 cfm x 18 °F Su merTD = 2650 Btuh 3. Summer infiltration HTM 2650 Btuh / 296 ft2 Total window = 9.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/b moist.diff. x 134 cfm = 3946 Btuh Procedure D - Equipment Sizing Loads 1. Sensible slang bad Sensible ventilation load 1.1 x 75 cfm vent x 18 °F Surnn- fTD = 1485 Btuh Sensible load for structure (Line 19) + 29386 Btuh Sum of ventilation and structure bads = 30871 Btuh Rating and temperature swung multiplier x 0.98 Equipment sizing bad - sensible = 30M Btuh 2 Latent sizing bad Latent ventilation load 0.68 x 75 cfm vent x 43 grAb moist.d'rff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3946 Btuh Equipment stung bad - latent = 7538 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA 1b meet all requirements of Manual J 7th Ed. .Q wrightsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 AXN E:%FileslflFox & Jacobs 2002X2509X2509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S 0 O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FAMILY a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0 b n W a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 LDY Ap DIN/LIV/FOY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 MSTR. BR a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 M.BTH/WIC BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BDRM3 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BTH2 BDRM4/GAME RM a n e C C n 0 d 1 1 90 1.0 1.0 5.0 5.2 54A 32.0 0.0 a n e C C n 0 d 1 1 90 1.0 1.0 3.0 5.2 54.4 16.0 0.0 wreghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ACCK E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (4071 831-2665 MAMY+L tAhEd 1 Nan dmorn Entire Hose FAMILY PDR NOOKIQTCHEN 2 LenglWe posed v al 3230 It 54.0 ft 4.0 ft 34.0 ft 3 Roomdnesiors 17.0 x 15.0 ft 4.0 x 8.0 ft 24.0 x 11.0 It 4 Cer3xgs C"& Option 8.0 11 hea" d 8.0 ft heaftol 8.0 It heatlood 8.0 It i heetbod TYPECF CST HTM Area Load(Btih) Area Load(Btitt) Area Load(Bhit) Area LoadABtih) DTOSURE NO. Htg I Clg (ft) Htg Clg Htg Clg (ftj Htg Clg (ft') Hig I Clg 5 Gross a 148 4.E 21 9� 272 - 272 ors Expd b 13C 3 1. 328 ' " "" 160 - "" 0 wa[s a d c 12C 2 1. 1288 "" "" 0 0 " palfions d 0. 0. 0 0 ,,.. f 0. 0. "" 0 0 6 V*darsad a 1C 37. " 218 fm " ` 1183 10 370 glass doors b 8C 37. 1478 - 0 40 1478 " Healing c 9C 38. "C 0 C"" 0 0 1 d 0. 0 0 0 e 0. 0 "" 0 0 0 f 0. ,, „» 0 0 7 V*dmsad North 0. 0 0 0 0 "' glass doors NEWW 0. 0 0 0 " ' 0 ' Cooling FJW 54_ m 12294 32 "" 1741 50 2727 SFJSW 0. 0 0 0 0 " South 30. 973 0 0 0 " Horz 0. 0 0 0 0 8 Other doors a 11A 18 12 717 484 18 340 229 0 b 11A 18_ 12.7 0 0 0 C 0 0 C 0 0 0. O-C 0 0 0 C 0 0 0 0 9 Net a 148 4. 21 8tp 3806 1651 240 1106 493 722 1Ctri 457 eposed b 13C 3 1. 310 971 363 142 447 165 32 101 3j 0 0 w2k and c 12C 2 1 1176 3397 2286 0 0 0 0 0 0 partitions d 0. 0. 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 10 Ceilings a 16G 1. 1. 1741 1838 2413 0 0 334 279 366 b 0: 0. 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 d 0. 0. 0 0 0 0 0 e 0. 0. 1 0 0 0 0 f 0. 0. 0 0 0 C 0 0 0 0 0 11 Floors a 22A 25. 0. 162 4199 0 54 1400 0 4 104 34 881 (Note: roan b 19G 1. 0. 399 453 0 0 0 0 0 c 0. 0. 0 0 0 0 0 rs d'spl d ( 0. 0. 0 0 0 0 0 for slab a 0. 0. 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 12 Infiltration a 27. 9.0 29618243 265DI 50 1392 448 0 0 C 50 1302 13 Subttalloss=6r8_+11+12 3301G SBEE "" 5473 Less external healing ,» , • ,» 0 «• Less tarsier 0' ' "" "„ 0 " 14 nredstrtixfion 10' 33050 "" 1�/ 587 *" itP/� 10 %1 540 ' 15 Total loss =13+14 36350 225 5%6 16 Int gPeople @ 300 aus 1800 1290 0 1200 1800 0 a 1 17 SLW RSH g*F7+&A2+16 "" 26714 "" " ° 4278 5191 Less edernalcooling "• 0 0 Less transfer 0 ,.. 0 Cooling redistribution 0 18 Duct gain 10' 2671 im " ' 428 1R/ 10 /1 51 19 Tdal RSH garF(17+18) PLF 1.00 29396 1dJ0 4706 1.00 41 1.00 5710 20 Air required (c#n) "" 1400 1400 249 224 9 20 Printout certfied by ACCA m meet all requirements of Manual J 7th Ed. wragl r,tsoiit Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 fir` E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 1 e RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NWIVI.WLIV /Yl CII 1 Naneofroon LDY DINUVIFOY MSTR.BR MBTRVVIC 2 LerghofeposedM 6.0 ft 64.0 ft 40.0 ft 30.0 ft 3 Roanfiwoors 16.0 x 6.0 ft 19.0 x 220 ft 21.0 x 19.0 ft 13.0 x 16.0 ft 4 Ceii gs CorrR Optbn 8.0 1 t.Nbod 8.0 ft he@" 8.0 ft hea" 8.0 ft i heaticoai TYPE CF CST HTM Area Loaf (Bli,) Area Load (Blh) Area Load (Bli,) Area Load (Blh) EJPCSLA;E NO. Htg I Clg (ft) Htg Ctg (M Htg Clg (M Htg Clg (ft) Htg Cig 5 Gross a 14B 41 21 vm - - - 0 - - Epased b 13C 3 1 `" 136 - - - 0 - - wab and c 12C 2 1.9 C"' 0 - - 3d� "" - 240 - - e 0. 0.0 0 0 f 0. 0. "" ""` 0 "" "" 0 6 VViri>rad a 1C 37. 64 1 1183 0 glass doors b 8C 37. 0 00 0 Weft c 9C 38. "" 0 "" 0 0 d0. "" 0 "" "" 0 0 e 0. "" 0 0 0 " f 0. - 0 "" ". 0 0 7 V*idoAsad North 0. - 0 0 - 0 0 - 0 ' " glass doors NENVV 0. - 0 0 - 0 0- 0 - 0 Cooing EA/V 54. - 0 32 - 1741 32 - 1741 0 " SESW 0. - 0 0 " - 0 " South 30. - 0 32 - 913 0 - 0 " Hoe 0. - 0 0 " 0 ""C 0 " 8 Otl erdoors a 11A 18. 1Z7 0 20 378 255 0 0 0 b 11A 18. 12 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 9 Not a 14B 41 21 4E 221 99 292 1346 6p1 0 0 0 e pmed b 13C 3 1 0 136 42B i 0 0 0 ovals and c 12C 2 1.9 C 0 0 0 0 298 w 56C 240 691 Pat- d 0. 0. 0 0 or 00 C 0 0 e 0. 0. 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0C 0 0 10 Ceilings a 16G 1. 1. 0 0 0 399 421 208 22D 28B b 0. 0. 0 0 0 0 0 c 0. 01 Cj 0 0 0 C 0 d 0. 0. q 0 0 0 1 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 11 Floors a 22A 25 0. 155 0 64 1659 0 0 C 0 0 room b 19G 1. 0. 0 0 0 399 453 0 0 cd rs d pl' 0. 0. 0 0 0 1 0 00 C 0 0 for slab a 0_( 0. 0 0 0 0 0 C 0 0 tbors) f 0. 0. 0 0 0 0 0 C 0 0 12 Infiltration a ZTE 9.0 0 0 84 2339 7S? 32 8911 28q 0 0 13 Srblofalloss:6+8.+11+12 377 "" 8515 " - 911 - Less external heatng « , «. »» - 0 - Less transfer ' , , • •» - 0 - Heating redstrrl r �» .. , . „» 0 - 14 Duct loss 10° "" 10'/ 1t➢/ 10 % 91 - 15 Total loss =13+14 "" 414 9367 - 4156 1002 - 16 Int. gains: Peo* @ 300 C"" 0 1 - 300 1 " 0 "" Appl. @ 1200 1 600 0 " 0 - 0 " 17 Srbiot RSH gar-r-7+8.+12+16 , ,, «,• 699 , , - 4781 ,« - .. , »»755 Less a dum cooing 0 0 "" " Lesstrasier 0 0 "" "' " Cooling redstribution 0 0 . . 18 Dud gain 10° "" 70 10'/ - 478 1M, - 10°/ - 7,1 19 Tod RSH gaiF(17+18)-PLF 1.00 769 1.00 5259 1.00 - 1.00 - 20 Air required ((fin) 1 37 361 251 1 1 39 PmYbod cefiified by ACCA to meet all requiremerTls of Manual J 7th Ed. wregFatsolFt Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ' E:\Files\f\Fox & Jacobs 200212509\2509.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NVY�AI'�LJ. fin UL 1 Namedmom BDRW BDRW BTN2 BDFA44 AWRM 2 L -ighofeposedwal 15.0 ft 28.0 ft 6.0 ft 420 ft 3 Fmcmdnasbrs 15.0 x 17.0 ft 13.0 x 15.0 ft 16.0 x 6.0 ft 18.0 x 18.0 ft 4 Cefigs CwA Option 8.0 1 h.Vcod 8.0 ft heaVo3d 8.0 ft heaVood 8.0 ft i heatbod TYF£ CF CST HTM Area Load (BAh) Area Lned (Bhh) Area Load W) Area Load W) EVOSURE NO Htg I Clg (W) Htg I Clg (ft) Htg CI9 (ft) Htg Clg (ft) Htg Clg 5 Gross a 14B 4.E 21 C 0- "" - 0 EiLzeed b 13C 3 1 "" 0 - - 0 %eb and c 12C 2 1.E 120 224 "" - partitions d Of 0. ,.- - 0 - 0 e 0. 0. - ., . 0 - 0 " f 0. 0. - - - "" 0 6 VWth%and a 1C 37. 1 591 - 16 591 - 0 48 1774 glass doors b 8C 37. - 0 - 0 Hang c 9C 38. - 0 0 0 d 0. 0 0 0 0 f 0. 0 0 0 7 Wrd3&sa-d North 0. - 0 0"" 0 0 glass doors NEMW 0. - 0 0 0 0 " C ling ENV 54. 1 - 870 1 870 48 2611 SEISW 0. 0 0 00 - 0 "" Souh 30. - 0 0 "" 0 - 0 Horz 0. 0 0 0 0 " 8 Oherdoors a 11A 18.E 12 0 0 or 0 0 0 0 0 01 b 11A 18.E 12 0 0 0 0 0 0 c 0. . 0.1 0 0 0 0 0 9 Net a 14B 4. 21 0 0 0 0 0 0 0 eposed b 13C 3 1 0 0 0 0 0 0 0 c 12C 10. 1011 300f 22 599 4 4 48 ✓29 � partitions d 02 � e 0. 0. C 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 10 Ceilings a 16G 1. 1. 255 289 353 195 296 270 96 101 133 324 342 41 b 0. 0. 0 0 0 0 0 0 0C 1 d 0.( 0.� 1 0 0 01 OI 0 e 0.0 0. 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 11 Floors a 22A 25.c 0. 0 0 0 0 0 0 0 (Note: roorn b 19G 1. 0. 0 0 0 0 0 0 0 0_ 0 r is di pper-�L d 0. 0. 0 0 rM 0 0 forslab a 0. 0. 0 0 0 0 0 tloas) f 0. 0. 0 0 0 0 0 0 0 12 Infiltration a 27. 9. 1E 446 143 16 446 143 0 q 48 1337 430 13 Subbtalbss=6+8_+11+12 1606 "" "' 1842 2 "" 4 m Less exlonnnal healing 0"" "" "" "" - 0 " Less transfer , » .. .. »« .. , . Heating redsfrbu9on »« , ,, «• ,•,• „» - 0 14 Dud loss 10° 161 10'/ 184 - 10'/ 10 % 428 15 Total loss =13+14 1766 "" "" 2026 - - 2a1 4711 16 Int gals: Peo* @ 300 0 0 0 0 0 Appl. @ 1200 0 0 0 0 17 Srt(ctRSHg*F7+8_+12+16 », 1569 ,,,• ,» 1fx56 - • _ ,,,, ,•» 405C U ss exlorrd cooing "" "' 0 0 Cooing redstrdxrtion »» 0 « . ,.« 0 18 Dud gain 101 - 157 1O/ 169 10'/ z 10°/ 19 Total RSH gair(17+18)-PL.F .00 1726 1.00 1857 100 "" 1.00 - 4455 20 Air requred (Ch) -i 82 "" 88 - 1 1 "" 181 21 Pri W certified by ACCA bD meet ail mWiremeLTis of Manual J 7th Ed. wr�gFhtsoR Right -Suite Residential- 5:5.06 RSR26014 2002-Apr-03 16:42:13 '�� E:\Files\f\Fox 8 Jacobs 2002\2509\2509.rsr Page 3 4 3 2 1 • I I S. REVISIONS (] INT[nueourz SrEt3 ran If WIDE OOaR Ar}A um w/ Toc-L-LOC poP r Ro REV, N0, 20NE: DATE: ECN N0. 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N w ,) BRW([1 A7fAOXCD •) wTOL STEt CAOI :IOC C/ OOOR. (WT Iqi ne) TO Plq'ADC A / D TRACK ATf ro f101 ORAOX(( rri{ 1 ! V I[•wS Pu Do WNof: ++1{.a/d• ill[LT Y[i!L uoWmNa fulvK4 NMIEOXT/L iA 00 MOT RAC 0Nt I { 3/a BOLT . NUT l ) ]NIP W W#IT3. SCRCN3, TPAN9EI lLrO. OR iV0 I/{' OK IfVLTS. OVfS10L XLYCO NNlat (NO 7- DLL lNORr ]r[Y. 10 ►Vl STEEL AN4A% ITU 1. OA GLV. SiC0. / Csnit IYAN *Muvvwl ►,[. Y P_oroAR�nnX N .wu, Rv ernrRs f•�e.I r. � P c I R,C ti3UJ7 � "NOa „R{[a�/t• wsa what 1. TAU" u-BAR A (• t7{'•J sN f o w OESICN IOADSt +24.0 PSP df -24.3 PSF 30 QKV, val. TATYW lCJICw], III/.CX ON TM CC]7CN O< 111E Y1IPPOIRWO STRUCNRK pp•O TI WIN. rtLo.arRorOM w aunty[ EACH sroc lb[ m PfYONStlurY w m[ PRar[aaoNK or TEST 1AA05: +J8.0 PSP k —J7.0 PSP NVT3tt or 000R REeaO IOR iNE B4LDuro OR ]rRucruK AND w ACCOn0/61Ct TALL , 70 GL ONLY. ]1[ U-ELM CNO 1UOE BOLT MM CVRR[M ftRlW0 OODi] IVII I/K LOrCt Lgiln ON awrA.. rMw A•d .L I W A 7-1-7-7 IARaM D [, r" U- Sn{t L= 044%t1 Mt aMRAMO. M MM A RWm i[K PART NO.: - A I-Ve 11 ON eonofi S[cTlow, ONC �-MR aN NGR INTO V[n11G1L A KCnON ETOJ EACH V-tlNl AYTAd1Ep TRACK ONE URNrS ftaNd IDEAL 712 Sl Slip If00 T- MM 1413/Kv TNPIW 7CR[MS LOCH ON aine" f"��" "'f'"' 1 DEAL 0t"NnnoU �)1 45 002 Pa WCATaN. ua SIOC mPAY oL TOLERANCES w. TO. Nf, 1-!I {600 O oP COOK• w�" w4 :. mew w 0 *,03 4uIIII n /a+Na I-SI}TE2-AI9 wr.....3w.. v •V•IwVw ,00 t.010 . e110N A -A (SIM VIMI ,'d0ya "', .11wl n. .w ...r.IL r.w.'. N OESCRIPTION: MODEL- 6RST W4 16-0 R C-0: 24/-24,S DESIGN LOAD '..w.. tl.. I.V.. n.r r,.W X 600 • #,003 DWG. 13 OA 61W, tR¢ OOTT011 fSHW d.fdlb hr w.Iy.. W .0000 * 001 ORAWN' BY: BMM DATE: 4/18/00 SCALE: HTS ARKM[O w7M (31 IIh3/S' ]M[A YCiK ]CRCM1 / ?' Yr r.rwy wMl.n. R cffRuwm�/ �r.�l. 0iOn4' ml/T CHECKED BY: MWW DATE: 4/13/00 SHEET 1 OF I 511E L a�tiMi wuP. 7 /%j� Third "^yl. y - Vnw. n.ad othwl.. C� � Pro)ROUon ow[wlorl] AIIL w wONEa, DWG. NO.: 102136 REV, N0. t CV4 3 2r. �. 1 O O I Or e 1, �DEf OESIGN4T10Nr Therma-Tru In -Swing Odor Wood %lanes System .D SI •N PRESSURE RATING 3 MAx le' O.C. Single Positive. 67.0 PSF Negative 67.0 PSF U1jryMUM u l NOMINAI [I7F: Single up to S'4 x 8'0 w/w0 Jid11't.•! . Double up to 8'4 x 8'0 w/wo sidull:ea • • '.' ,e Single with Sidel(tes Positive 60.0 PSF Negative 60.0 PSF r 1CA1N c r_nyFlnlRAnaNS: X, OX, X0. OXO, fit, OXXO _ Double w/wo SidOIRS3 Positive 47.0 PSF Negative 47.0 PSF CENEau 0E4f RIPTIONOESf RIPI'ION: The head and side jambs on ringeljdnt pine measuring a min. 4-9/16' with a './2' rabbeted stop. G ' j. ' ,y •,•! 3/16' 7APCON MAX 18' O.C. t/2' DRYWALL ANCHOR 3' 3/16' TAPCGYI Y . `�''• I x 2 fiRRWa HYPE ANCHOR 1/2* DanrAll 1r uAsaHRr twat MASONRY LenFL BUCC 'v , v •e' ' Yt 1 •rl.. d IX OUGC LNMIO .. 8 x 2-1/2' pM ;, CONCRETE .. y" /EAO .LWs ip 16ASONRY BLOCK x f IN 'fy .. - � •y'1 � •� ~,•fir•. • a J/18' TAPCON 1/T' Wt1tYAl.l r; .~ 719E ANCHOR .. ;. 2X 1 WK ,.: INTERIOR1 x 2 FlR/eNG ;1. 7.. - � ELCO 7APCON Of' EOUAL *TAPCO.N4 -Tx (See note 2)ED eA HEAD ,wie - o ro Ws ue-eucx 1/2. ORYIYALI iX BUCK INTERIOR1 x 2 FIRR 13 t» • a;' (233 LB. SHEAR RAnNC)rAPOON H ' .j J'•'' (See nets Z) WH f 1 • :••�o�� I{g' �It ' •ems 3/ie' TAPCON �Q6 • �Y'• .. •• t r. MAX. t Y . TYPE ANCHOR •' f 4: ,• .3' •: ': • SHIM SPACE w v)•� ;..;. ,`.; b. .. rw .. ftiH VAC[ •' •j .•Errncu. SIDE uAMe r i IX UB-BUGHf _i'r, �1 ,.•, ,. ,�' f.t6Q1n1 NOTF. 1. This system has been evaluated for use in locations rdhsring to the Florida Building Cods s VERTICAL SIDE dW9 and where pressure nequiroments as determined by ASCE 7 Minimum Design Loads for Buildings TO 2X VB-611Cf 1 O& and Other Structures do not exceed the design pressure ratings listed herein. - 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707,4.4.1 and 1707,4,4,2) Tcpcon type concrete anchors must be used and the ' length must be such that a minimum 1-1/4' engag4 vent of the Topcon into the masonry wall is obtained. MIN, V 1' vv BAtDINO CONSUVA TS. INC 813.684.3831 11 DATE: 4/3/02 SCALE•• N.T.S. OWC. BY, W.L.N. CHK. SY'. R.W. DRAWING NO, T-02201 sHM t or 1 Morin"eS�nON.• Thermo-tru Out -Swing Door Wood Rromes System-,F;rGN PRESCURE RATING: VIM I. OVERALL NOA41MA SI J MAX 18' O.C. Single Positive 67.0 PSF Negative 67.0 PSF LLA. Single up to S•4 x 8'0 w/ro a(de1'tea ? t� Double up to 8'4 x eb r/wo sldelltea • • '. .' •d Single with Sidelites Positive 60.0 PSF Negative 60.0 Pir N �ONFlCtIRATIONSc X. OX: X0, OXO. XX. OXXO Jouble w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 10 N- COWSu DESCRIPTION: The head and side jambs are fingerjoint pine o Sp s memuring a min. 4-9/16" with a 1/2' robbeted stop. d 'I MASONRY UNTEL J/16' TAPCON t x 2 i1RRINC W p^ .ti •'• ' me ANCHOR J. MAX 18. O.C. Fes- O S MASONRY LINTEL J• D•R n ALL 3 Opp ;I. m' 1 x 2 FlRRINCto - I\ CO 2 -I.d'-+ r DRYWALL • / r 3/16 IAPCON ' Y .� = L� TYPE ANCHOR X BUD( J%T6" TAPCON : %nC6 N n TYPE ANCHOR ; • a SHIM MAX y � ,;s ,. .i •+'s •' M SPACE 2.23`-•1 � � 1MIf8t08 �• v � � � 'I • EOB8 Y r - 3/IB" rAPCAN . jyt L . £ y • t , • TYPE ANCHOR 'n °N I T'•..E'.•.'s W.I. EAD JAMB ui u u) f . •,.� : - ry / 8 x 2.-1/2 1.75 =1'y�' •� 4 . • a •!• TO /x SU8-BUCK a 1 PFH M5 =�ti CONCRETE v 'O n } HEAD JAMB o MASONRY BLOCK .23• MAX. •0 9i Cr �b D VB-B . y . •.: `. SHIM SPACE t.25" MII I. '1 m .:a.•' E1t9. 1 1,-' MIN. 'I ?t > `.... .3/TYPE ANCHOR N •• Z W O. U. p x .a a..•:.' ELCO TAPCON OR EQUAL 3/16' TAPCON y W { S 8' Mpl, v,,•. tt • •: (ZJ5 LB. SHEAR FATINO) TYPE ANCHOR N p 25" MAX. t t. SHIM SPACE O Z 3 Ott « a 3 INTrRIOR I'.:.IS xPFH 2-1/2 S 1/2~WN • •j`f. _ •�• C SINK DRYWALL PRRINC Q O ��VERnCAL sIDE "a ix BUCK G TO 1X 5SA._1CK Cv,{v/suaawo 'ALB .L 1 x 2 FlRRINC I. This system has Deem evaluated for use in locations odhering to the Florida Building Code 813.684.J831 .15' MW, and where pressure requirements as determineo by ASCE 7 Minimum Design Loads for Buildings C-SINK DRYWr1.L DATE: 4/3/02 • 1{,.,.� yt SUCK and Other Structures do not exceed the design pressure ratings listed heroin. �( �s'•,::,:. VERTICAL SIDE JAMB SCALE: N.T.S. m 2. For installations where the tub -Duck h less thon 1-1/2" (FBC section t707.4.4 Anchorage Methods DwO. 8r: w.LN. rh,•:':;Z'., - TO 2X SUB -BUCK and sub -sections 1707.4.4.1 and 1707,4.4.2) Tapcon type concrete anchors must be used and the CHK. BY: R.w. - length must he such that a minimum 1-1/4" engagement of the Topcon into the masonry well is obtofned. ORAwINO NO.: 3. When using a 1X sub -buck a 6-9/16• jamb is required to allow for min. edge spacing for Topcon type anchors. T-02203 stm 1 ar 1 y < � ,( r y' N 7. xt 1rY i r; I ...... i Alf dIOnEL DESIGNATDNr : Thermo -Iry in -Swing /' Oct -Swing Door Wood Frames System DFSIGN PRESSURE RA71NG: ^ uerIMUM'DVERA�L NOMINAL SIZE: Single up to 54 x B'O 1:/wo sidelites Single Positive 67.0 PSF Negative 67.0 PSF Double up to 8'4 x B'O r./wo sidelites Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF ca ~ co .;� j/S!R F -ONS ATDNs• X. OX, XO, OXO, XX, OXXIi Double w/wo Sideiites Positive 47.0 PSF Negative 47.0 PSF y o '-I ;ENPN DES 41PTON: The hood and side jambs are fingerjoint pine 1 Z measuring a min. 4-9/16• with a 1/2" rabbeted stop, ow-O, 2� DOUBLE 2x so• Eta' co HEADERTIT ^ a 1/2- DRMAtL SHCAD" .�;. 2x NEADEJt N n•� e "f SINGLE DOOR v ° 4 2X STUD e.o' iV o "t N J to _ 9 ti fi �t n 2X JACK STUD z-1/2' l e x PFW ws "4 [n rruo two C ! ( 3 1 iEr Y 9f z QOw t .. �• !,�., 1/2' oarwAu Is- ivP.. 2'4 t` DOUBLE OR VWi V, x / J 0• 3.0• S o S o J.0- 3.0' O43 U O � l _ 3 Z ' C-SWK � sMFAT111N0 V aONSUliAN7o, era e1S.66a.3a31 33• laAX SM" SPACE SINGt F OR DOUBLE DOOR WITH SIDELRES GATE 4/3/02 SCaIE: N.T.S 0 vomcAi siDf ,1•VAB 0 2{BIEi DWG. BY: w.LK 1.15� WN-LLU Eras. T This system has been evaluated for use in locations adhering to the Florida Building Code CHK M n.w. and where pressure raquirement3 as determined by ASCE 7 Minimum Design Loads for Buildi.1;s DRAVANa No: T-02202 and Other Structures do not exceed the design pressure ratings listed herein. rrKc. t or t THERMA oTRU® 'FlBER CLASSIC"PSMOOTH STAR' MZ W WO &a SINGLE AND DOUIXE W/d W1OUT SIDaITES. INSULATED FlBEFIM= DOOR WfTH WOOD FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE. SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MWMI=OAOE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI—OADE COUNTY. 6. MWMI—OADE APPROVED IMPACT RESISTANT SHUTTERS eac REQUIRED FOR SIDF R_IE.S ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. j Face sheets: Fiberglass avg. min. yield strength Fy(min.)g6,000 psi SmoothStar — 0.070 minimum skin thickness FiberClassic — 0.110" minimum skin thickness esia •ore design: Polyurethane foam core. withl.9 tbs. density by BASF. The ppanel skin a constructed from a 09 70"lbs. fhk. ee mo mg compound (SMC . The interior a lilted with 1.9 lbs. density BASF polyurethane foam. The ,,net face sheets arc glued to the wood sees and tails. The. VL latch stile s reinforced with a wood lock block measuring 2 n75 x 14.0. �ng at the strive and deodboh location. The hinge sine is Finger Jointed Pine and the top and bottom roil are of a wood composite material. In the double door application the inactive door is rifted with on extruded aluminum astragal (Wind Janber 0) of 6063—T6 alloy. �The frome is constructed from R jointed pane. The is Jane to o the side jambs with (3) 16go. 1/'crown x 2 long stopbs of each side. The muftiom are secured together in a sidefife application usirq /8 z 2" long PFH Wood Screws (6) screws per each mullion. The units use on Inswing Saddle threshold measuring 5.75" x 1.W'. r CI 'n : The sidelile panels are sandwich glazed usi� g Iwo pie p F m ey ore dry, glazed on the exferior with on 1 8 thk. cellular ylaz ng tope (S%11 Tape) & caulked with skone. The hie frames are held gogetl»r wd� q /8 x 1 /2 long Ploscrew. TABLE OF CONTENTS SHEET jj DESCRIPTION 1 TYPICAL ELEVATIONS k GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS do NOTES 5 ANCHO ING LOCATIONS do DETAILS 6 ANCHORING LOCATIONS B GLAZING DETAILS 7 UNiT COMPONENTS 8 BILL OF MATERIALS k UNIT COMPONENTS 37.5" MAX. OVERALL WIDTH 36" MAX: PANEL WIDTH U W 2 � w x a d J 6 J eOO O p X � O N N L w aNn F WSwING UNR 74.5" MAX. OVERALL FRAME WIDTH -- 36.625" MAX. PANEL WIDTH W ASTRAGAL ®® FEE] x ca 2 W M . I I ] E wJ 0 a N Im .1� G WA TION I NOTTNEEDED XSIDELITES, 67.0 PSF M — 55.0 PSF — 55.0 PSF -J 105.5 MAX. LIVLKALL rKAMt.wrUrn- 36.625" MAX. PANEL WIDTH W/ASTRAGAL I D � Q B J 0 15.5" MAX. FRAME WIDTH 13.75"WID MAX. WIDTH 7.125" MAX. D.L.O. WIDTH ALL MEWEMED 68.5" MAX. OVERALL WIDTH 36" MAX. 15.5" MAX. FROM I�jERIORI jERIOR r PANEL WIDTH FRAME WIDTH 13.75" MAX. ® ® WIDTH 7.125" MAX. noF i D.L.O. WIDTH U r o r 111601-7 O> O co Ro000 ¢Zo; N �OWO �aDO T �2 Q" 813.554.3531 FLORW�Yea O-A-bsl N.T.S. o. sr: wc7Jh �ITFi `— . l tl � DR BY: RW MA ��7j$.YNNa Na.: S-2151 CA T-YI ) _ 1 of! MASTER :F'�! . # _ Z D Z d • " .. . O 0 > irk ul . D': .. N 16 O N i6 0 vt O ao 13 17 ppZ0V)j 20 ¢OWO 20 �OZ)O x 29 2 r:• Ln 0000 2 w� a !I ;0 42 x Zx O ur �� 0,.0,0 2 ace 33 0000 43 ci O O. O, �O O. °' 0 0 SEE NOTE 2 38 34 O _ p•. 'p p 5 SHT. 4 o x Ln 8 o.p. n y, z Ln p : x 41 w NOTE Lid ii3 ,F L 1 SHT. 4 Z O^ 6 .5" MIN.a� w ¢ CLASS THK.LY7�05 EXTER INT RI �RIOI RI �a325IL � p' o . '' in o O. N 1.68" MIN, p' o C J FOAM GASKET do N PANEL THK. ° ', p w SILICONE CAP BEAD O ' � 42. o ntr O z O p° ° O 1.68" MIN. J o o� :0 b.° 1 1 s0 . •.' • PANEL THK. 42 o 8 5 40 0 •.�: it 15 0 19 19 z SEE NOTE 14 13 5 SHT. 4 3m 14 �m 29 ^z N N � BUILDING ONSUITANT& INO n 08 10 01 a .. DOG. er: TJH a . cw By. RW 1 • 2 SIDELITE PAN �T� FL;D!j.'L�ILYk B.t oL .�`� 5-2151 2 DOOR PANEL s.m 2 or 8 j 1 ' 1 24 8 F.XTERIO 7 O SEE NOTE 2 SHT. 4 � n CN O 000 27 R000 m 6 p2^ O INACTIVE ACTNE a Ln °. Lli �JOUJ 3 30 J co a ASTRAGAL RETAINER 1 -a BOLT 8.0' LC. TOP 2 ge do BOTTOM (2) BOLTS INTERIOR m xz z AT TOP & (2) AT BOTTOM SEE NOTE 6 3 min �o 18 SHT. 4 FOAM GASKET & 1 ? 43 SILICONE CAP BEAD 3 O ASTRAGAL SEE NOTE 5 SHT. 4 34 o- a5 o = p 1 7 B 43 33 25 6Iffipo R o u & � N3 10 1.15' MIN. EXTER10R z g EMB. , t D. D .. - OM'' F.dg6L48 r 25' MAX. SHIM FOAM GASKET do - ° - e , o :°' N .15' MIN. C-SINK SILICONE CAP BEAD O _ 'O' '� e•'e' z •' N T4 43 34 INTERIOR 36 n VS7 Gai SEE z Y 4 p w 25 oc w 41 U t' 1 26 9 10 29 to a S E NOTE 1 6 'a .v... 37 SHT. 4 ^a 13 �' a SEE NOTE 7 SHT. 4 HORIZONTAL CROSS SECTION p Z. •� o .: o . °. O � 3 O HINGE JAMB TO SIDEUTE .o.. Y �eu�uanc A • 2 � CONSUITANiS. INC e Z Y N 813.884.3831 •': . '• 36 6 29 w . :5 41 nn i��'j1� 1/�,, �CIEi��l LO-iii-iJUD � •,'. , 7 `c 2a De/10 01 wici/2' 1' SE NOTE 1 owa.eT 7JH 1�HlQB 16 0. 35SHT. 411V11'171�1J�1LJ11U1v�"lL jjj /� ((� j(��(� y�V lv q L+g cKK. ft RW 3� ,Nc NO.: (l 5-2151 3 O SIDELITE TO BUCK __ _ a 8 o : o71 T; • 21 31 �•' .25' MAX. SHIM SPACE IHTERIOR I OSS SE,�j(Qpl 4 WTO TCH JAMB TO BUCK, NOTES: 1.ACING FOR REM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5,57, 16.5', 27.5", 38.375 49.375" & 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR REM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3, 57. 16.25 40.5. 59.25", 74.25, 76.25' do 78.25 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA x 112' CROWN It 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5", 31', 48.5' 66". THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING MULLIONS TOGETHER IS `THE SAMESCREW) AS TSECURING THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN USE ITEM NO. 12 (JIOG THE 1Nx 2 GE T o THE jAMB AND THE SUCK SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 : 1 314' SCREW). Z ]C w �a FOAM GASKET do SILICONE CAP BEAD 1.15- MIN. EMBED. 15" MIN. C-SINK r ZY w oa 2 O1,Tre1 ranee eFenON 4 HINGE JAMB TO BUCK, 21 SEE NOTE 35 6 SHT. 4 43 EXIEBLQB SEE NOTE 5 SHT. 4 O ' `.L z� 36 29 13 41 to 3 SEE NOTE 1 ^ a SHT. 4 31 INTERIOR 3 H RI R S CTION 4 0 STRIKE JAMB TO SIDELITE :r` , C "`` .j ' 10 .25' MAX. SHIM SPACE Z Y 1 w `O a -a SEE NOTE 7 SHT. 4 o: 813.684.3831 M. ev: TJI :w. BY: RN DOWNG NO.: S-2151 sHCIT 4.. or _ SEE DETAIL "I"' SHT. 5 6' 6 6• 3' 3" 63" 6' 6' ' 3'�-- 3' I I 1 I 13 I P I - 13 - TYP. t3 SEE NOTE TYP. SEE OETAIL M'• - 3 SHT. 4 - SEE NOTE .F, SHT. 5 SEE DETAIL 6 SHE 4 ', SHT. 5 _ SEE DETAIL SEE NOTE Typ' 13 — 'G' SHE 5 6 SHT. 4 — TYP. TYP. 6. 1 3ESHT. 4 1 — N In n 0; N „� 13 N U i o o TYP. C, a ,r CL - - - Ln SEE DETAIL 13 SEE NOTE 'H" SHT. 5 .D. TYP 4 SHT. 4 - 13 .0. SEE DETAIL 'C" •0• TYP.- 'G' SHT. 5 .B. _ 14 , 14 7YTY0P .B. 6LL1 14 TYP. 1- 3� 13, 6 6" �i T ' 3" �-i -�i i 6" 6's 3• 3 3 6" 6' 6' FLORIDA B.O.AXv CENTRAL DOUBL DOOR W/SIOELITES SINGLE DOOR MANUFACTmiER NAME, r., 7r` ) MASTER FH4;# A 0.357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 r 0 13 0 0 13 10 I oL--� O , 0 10 DETAIL'F' DETAIL "H' ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E' STRIKE PLATE TO FRAME DETAIL 'G• AT THE THRESHOLD DETAIL N SHT. 5 oIf D 1 ~ T \_ SEE NOTE 4 SHT. 4 o> Ct:Appo 00 a�O00 =n 8�ov, N =Owo �3190 . 00 S .AM 513.684.3831 >Ah 06/10/0 sau N.T.S. DWO. m: TJH CHc. eY: RW DRANINO NO.: 5-2151 SNW 5 OF A CENTRAL MANU AC TtLaER NAN E 0 SEE DETAIL -'F- SHT. 5 _.�... .. .._._-----......_..._. ® Z w 7Til r t m� J O oN0 i U gw :H1 Li__ I O I I I I 13 _ SEE NOTE — O O 13 - TYP• 5 3 SHT. 4 in SEE N07E SEE NOTE 3 Q inTYP. SEE DETAIL 3 SHT. 4 _ 6 SHT. 4 _ N oN, 'F" SHT. 5— o o ci 00 2 a Typ SEE DETAIL — C" SHT. 5 _ 13 — — SEE DETAIL g� z SEE DETAIL SEE DETAIL TYP• n �• "E" SHT. 5 �� Z N _ O of "E" SHT. 5 N" SHT. 5 TYP _ • �a N SEE DETAIL 13 f0 SEE NOTE "C` SHT. 5 14 - 4 SHT. 4 IL�^ 14 — TYP. — 14 TYP. •M' �S ¢ =v TYR I � 0 ZL 6"--I I - 6` 6" 6" -� SEE NOTE & 'N i 6" 3' 6" 6" 3 4 SHT. 4 Z GO6. 3' 3' 14 3 ®TYP. U5 DOUBLE DOOR SINGLE DOOR W/SIDELITES � u is .453` GLASS BITE .463" GLASS BITE c 1 34 32 40 33 32 No w BRIO 25 1/8' TEMPERED 1R R10B 25 1/8` TEMPERED n CLASS GLASS .25' AIR Z Q .25" AIR p o 0 'o SPACE p. a '0 SPACE o" .p �euuaNc .. t7 • p !O. Y CONSULTANTS. INC "p •'p,' "' Y Z 1/8" TEMPERED 813.681.3831 z 1/8" TEMPERED GLASS IIYTEHLQB Z Y GLASS INTERIOR 36 4t z in N wte 08 10 01 6 r, 5 SEE NOTE SCAMN.7.5. z 6 1 SHT. 4 36 a 41 25' STEELDWO rdH a SE NOTE t - as 25" STEEL INTERCEPT INTERCEPT aK. er: RW SHT. 4 SPACER DPAMC No.: SPACER S-2151 ,5' INSULATED GLASS_W/ t" INSULATED GLASS W/ mu IITE FRAME GLAZING DETAIL arc LITE FRAME GLA7ING_DETAIL sNm _L a 8 4.563" T 1.063" 4-- 1 In �g 20 21 v'• 3 sWOOD FRAME FINGER JOINTED PONDEROSA PINE 28 ILL .097" 4 x 4 STEEL DOOR HINGE . We --1.077"-+j IDEATE TOP do BOTTOM RAIL FINr.FR JDINTED PONDEROSA PINE N \v N 1.B45" — �--- 1.2B4" -- o n n O� FC. 70P RA9L WOOD COMPOSITE �.---- 1.531 " --ice cmn rrc al eNK cIDF STILE 36 FINGER JOINTED PONDEROSA PINE 1.264" l O � N 3 L �---1.53� 1 " A O fC. LATCH SIDE STILE COMPOSITE T' N a N —4 11 1. v r 3D OSS.BOTTOM RAIL WOOD LOCK BLOCK 11 WOOD COMPOSITE v? FINGER JOINTED PONDEROSAPINE EC BOTTOM RAIL WOOD COMPOSITE O � n n " .526" 2.713" TCM (THERM.e 7RU'S POLYPROPLNE) co OvLdGT1C LIP L17E_ FRAME EXTRUDED 7CM �•--1.255" --1 Nj i FG. WOOD. HINGE SIDE 5.75" in -;FI F ADJUSTING _SAQDI THRESHOLD 19 � 8(,�,Iti!I1y�11�/VINYL .045" WALL ALUM. .OBO" THK. WALL VINri TYP. 813.684.3831 swr: N.7.5 owo. er: 7JH u+x. er: RW 5-2151 sN[iT 7 or _ DESCRIPTION 1 SAsWTH57AR DOOR N .0 0- JANIMUM TW FIBaz ASSC DOOR SKM ,110' MIN. Tw, FI OMASS BY FlBERUASS THFRMA-TRU with bld F min 6,000 si 10P RAIL 1.531' x ,94 n* MA-TRU N000 COMPOSITE W000 COMPOSITE 3 FC, LATCH STU -TRU NO00 C0IPOSDE 1.531 x 1209 in COMP05RE 4 FC, mh% STILE HERMA-TRU POFUEM PP( 1.531 x 1109 WOOD 5 FG BOTTOM RAIL 1.531 x 125 THFA A4-TRU WMU COMPOSITE MOOO COMPOSITE 6 L R FOAM1.91bs. DENS FOAM 7 SHORT REACH COMPRESSION WEAIHERSTRW -TRU FOAM 8 LONG REACH PRESSKNI WEATHERPW -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 i x 3 4 PFH WOOD SCREW to r- 1 1 a BOT1011 ME 1.531 x 91 RERW-1R0 W00 L>7oO91E WWD 1 10 x 2 G. PFH WOOD SCREW ST L 13 IS x 2 1 LG. PFH WOOD SCREW STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 15 SIDELITE BOTTOM BOOT .090 EXTRUOED YINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 IHS119NG 5A00lf THREYUD ALUM 000 p x .2 (THEW-M. PONDEROSA NE WOOD 21 xR INIA-M.W 4 x. 5 N .NYB PW WOOD 23 KWIKSET TITAN 700 SERIES DEAQBOLT - 2 ASTRAGAL WINOMII WR6BT,052WLLUM. 6063-T6 25 GLAZING 712 INSULATED TEAIPEREO GLASS G S 26 SS W STILE THERMA'TRU, PONOEHC SA P!i 1.183 x 1.531 WOOD 27 IS x 1 LG, PANHEAD SHEET METAL SCREW STEEL 8. INSWING DOOR BOTTOM SWEEP NYL 29 WOOD 30 FUSSN= LOG( BLOCK 2375 x 1.515 PONOEROSA PINE WOOD 31 LATCH THERMA- 1100D C01F0611E 1.183 x 1.531 W00D COMFnSffE 1 8 1HX. CELLULAR GIAZIN TAPE ST1K-II TAPE - 3 LRE FRAM BTS THERW-TRU STS 4 35 -TR11 4.%3 x 125 BLANK "0 -OND TRU PEROSA PME T M.. SDEIRE SIDE STIIf -TRU 1.531 x .656 PONDEROSA PWE WOOD 37 JIO x 1 3 4" 1STEEL 38 SS. TOP PAL L931 x .91 11iAM1-TAU M10D W000 COMPOSDE 39 NOT SED SILICONE 40 41 SILICON CAU K 8-10 x i 1 2 PLASCR FOR FTFJd F34 ST EL 42 50011E 10P t BOTT011 PAL - I S11 x .656 PI70EAOS1 Aw WOOD 43 18 x 2 LG. PFH WOOD SCREW STEE 01 L 38 '�'• SS. TOP RAIL WOOD COMPOSITE .592" rn � O--{ 179' N R CH COMPRESSI N W TH ZSTRIP FOAM CELL CORE VVIVINYL JACKET 3" --� .579" •t1T m rn .175" F� O7 C^M g';ION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET / DRILL TRU FOR .357" DIA. ASTRAGAL DRILL TRU FOR A IS RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLATE 31 h _ 1.531" SS LATCH SIDE STILE GOMPDSIT lb o ASTRAGAL HAS n (2) 8.0" N BOLTS 0 BOTTOM N BOLTS ®TOP 24 WINDJAMBER It WR6BT ASTRAGAL (ALUMINUM 052" WA L TYP ) ASTRAGAL MATERIAL: CAR � ' I 11' J . ��X lip': k 11 k YELLOW CH C. E ...-': �. L. i O>_ t\ cr- N 0 00 000 V) — R ¢O Z O t^,•1 UJ t\ t(O d o `o� Ad x v�ZN Z 1 a_w Upyd pg � U.U m�3 a mo 513.684.3831 N.T.S. BY: TJH 6Y: RW NG NO.: 5-2151 8 or E Jt1N-21-2002 09=52 MILESTONE WINDOWS 407 323 9729 P.02 i t . June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RF-: Florida Extruders Fenestration MasterFlle 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 14") does not influence the lateral resistance rapacity of the concrete screw (i.e. Tapcon)_ Therefore, buck thicknesses less than 1 'fz" are acceptable as non-structural attachments when the window, door or mullion is installed using -a 3116' concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 Y4" and a precast sill's thickness will exceed 1 %". The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A" must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/`"_ Therefore, for Florida . lExtmder installation drawings where a non- structural bud[ 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 3ewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 r�r'�r irr� r ri i.• ��wr�cr�rs r�►�T �w otr - r t �� ♦� ��r�r JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE rameruso.c)e@)floridaextruders.com Florida PE License No. 49752 Florida Extruders International, Inc_ Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23.®02, F.A-C. A rubber stamp seal was also applied to fadlitate reproduction for Orange County Building Division Masterfile scanning. n1e: 2W;1-tM R1;►-009 \���11N10111111tI/���� -1 I F/C No. 4 5 TA 'sue �M� • , _ ..G% '�. 2540 JSwett Lane, Sanford, FL 327y1-1600 • (447) 323-3300 • Fax (407) 322-3337 2 -- ' - - -- - -- -. -- - Universal Forest Products Shoffner LLC Re: 53914355 Centex Homes Orlando 2509 A & B Floor 13 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: 53914355 FT1 53914355 FT2 53914355 FT3 53914355 FT4 53914355 FT5 53914355 FT6 53914355 FT7 53914355 FG7 53914355 FT8 53914355 FT9 53914355 FT10 53914355 FT11 53914355 FT12 53914355 FT6A t Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 DC T ;)n n'M. Presley License 55886 The seal -ors -this dtaw-ng indicates acceptance of professional engineering responsibility solely for the truss component(s) I stzci'and attached. The suitability and use of each component for any particular building is the responsi.b1ity of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226--9356 Fax: (336) 476-9146 (Job Tru: 53914355 �FT1 puss Type , 5, Ply 1 s Mav 30 2( Inc. Page 1 A 8 1 C D E F G H I J 3x6 TL20 FP= K L M N MINI -1Kim�� .Ei.�i.ii.�i.i�i.� 3x6 TL20 FP = 20-10-8 20-10-8 Scale - 1 P a R LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999; BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 91lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 r REACTIONS (lb/size) AJ=53/20-10-8, S=27/20-10-8, AI=146/20-10-8, AH=147/20-10-8, AG=145/20-10-8, AE=144/20-10-8, AD=147/20-10-8, AC=147/20-10-8, AB=147/20-10-8, AA=147/20-10-8, Z=147/20-10-8, Y=147/20-10-8, X=147/20-10-8, W=147/20-10-8, V=145/20-10-8, U=152/20-10-8, T=118/20-10-8 Max HorzAJ=3(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-48, A-AL=-48, S-AM=-22, AM-AN=-22, R-AN=-22, A-B=-3, B-C=-3, C-D= 3, D-E= 3, E-F=-3, F-G=-3, G-H=-3, H-I=-3, I-J=-3, J-K=-3, K-L=-3, L-M=-3, M-N=-3, N-0=-3, O-P=-3, P-Q=-3, Q-R=-3 BOT CHORD AI-AJ=O, At-l-Al--0, AG-AH=O, AF-AG=O, AE-AF=3, AD-AE=3, AC-AD=3, AB-AC=3, AA-AB=3, Z-AA=3, Y-Z=3, X-Y=3, W-X=3, V-W=3, U-V=3, T-U=3, S-T=3 WEBS B-AI- 133;'G`-'A' )4i=-134, D-AG=-133, E-AE=-133, F-AD=-133, G-AC=-133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-133, N-W=-134, O-V= 132, P-U=-138, Q-T=-110 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are 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: ULN I LX hIUMtS UKLANUU -)nop No: o3y 114Joa Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT1 Job Truss Truss Type Qly Ply Centex-Orlando/2509 A&82nd/jsk/8-5-3 V 53914355 FT2 FLOOR 9 1 Job Reference (optional) Universal Forest Producls,lnc., Burlington, NC 27215i Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:20 2003 Page 1 1-3-0 1-4-8 -� 5x4 TL20= 1.5x3 TL20= 1.50 TL20= 5x4 T120= 3x6 TL20 FP = 1.50 TL2011 0-1-8 H Scale - 5x4 TL20= 3x6 TL20= 1.5x3 TL20= H I J K Z 5x5 TL20= 5x4 TL20= 1,5x3 TL2011 3x10 MII18H FP= 3x6 TL20= 5x5 IL2U= -6 1-6.0 4.0-0 6.6-0 9-0-0 10-7-8 11-10-8 14-4-8 16-10-8 1 19-4-8 20-10-8 20-10-8 LOADING (psf) SPACING 2-0-0 CSI TC 0.65 DEFL in Vert(LL) -0.38 (loc) Vdefl Ud Q-R >642 360 PLATES GRIP M1118H 195/188 TCLL 40.0 TCDL 10.0 Plates Increase Lumber Increase 1.00 1.00 BC 0.98 Vert(TL) -0A0 Q-R >412 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.09 L n/a n/a Weight: 107lb BCDL 5.0 CodeFBC2001/TP12002 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, excep TOP CHORD 4 X 2 SYP No.2 end verticals. BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) W=1131/0.8-0, L=1125/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD W-X=-1124, X-Y=-1124, A-Y=-1124, L-Z=-1119, K-Z=-1118, A-B=-1108, B-C=-2887, C-D=-4048, D-E=-4048, E-F= 4769, F-13=4769, G-H=-4679, H-1=4085, I-J=-2919, J-K=-1160 BOT CHORD V-W=O, U-V=2144, T-U=3597, S-T=4494, R-S=4769, Q-R=4769, 'P-Q-4527, O-P=4527, N-O=3622, M-N=2189, L-M=58 , H-O=-615, E-T= 620, H-Q=211, E-S=374, WEBS K-M=1498i,AW-:=1505, J-M=-1431, B-V=-1442, J-N=1016, B-U=1033, I-N=-977, C-U=-988, 1-0=644, C-T=627 G-Q=-164, G-R=-81 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT2 Job Truss Truss Type " Oty Ply Centex-Orlando/2509 A&B2nd/jsk/8-5-3 " 53914355 FT3 FLOOR 1 1 _-r't "� 4 r " 0w- Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MTek Industries, Inc. Tue Aug 05 12:52:20 2003 Page 1 Scale . 1:20. A 8 C D E F O H I J K 12-10-0 12-10-0 LOADING (psf) TCLL 40.0 SPACING 2-0-0 Plates Increase 1.00 CSI TC 0.05 DEFL in (loc) Udefl L/d Vert(LL) n/a n/a 999 PLATES GRIP TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.90 L n/a n/a BCDL . 5.0 CodeFBC20011TP12002 (Matrix) Weight:571b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP.CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 S=147/12-10-0, R=147/12-10-0, Q=147/12-10-0, P=147/12-10-0, 0=145/12-10-0, REACTIONS (lb/size) V=53/12-10-0, L=24/12-10-0, U=146/12-10-0, T=147/12-10-0, N=152/12-10-0, M=116/12-10-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-48, W-X=-48, A-X=-48, L-Y=-19, Y-Z=-19, K-Z=-19, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, H-I=-3, 1-J=-3, J-K=-3 BOT CHORD U-V=3, T-U=3, S-T=3, R-S=3, Q-R=3, P-Q=3, O-P=3, N-Q_-3, M-N=3, L-M=3 H-0=-132, I-N=-138, J-M=-108 WEBS B-U=-133, C-T=-134, D-S=-133, E-R=-133, F-Q--133, G-P=-134, NOTES (7) 1) All plates are 1.5x3 TL20'iihless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed frorn one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT3 i Job Truss Truss Type Oily Ply Centex-Orlando/2509 A&bZncvJsWts-S-s FLOOR T' 1 1 53914355 FT4 , { Job Reference optional) Universal Forest Producls,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 20C 3 MiTek Industries, Inc. Tue Aug 05 12:52:21 2003 Page 1 Scale -1:10. A 8 C D E F T T T T 1 1 6-11-0 , 6-11.0 LOADING (psf) SPACING 2-0-0 1.00 CSI TC 0.07 DEFL in (loc) Udefl Ud Vert(LL) n/a n/a 999 PLATES GRIP TL20 245/193 TCLL 40.0 TCDL 10.0 Plates Increase Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 G n/a n/a Weight: 32lb BCDL 5.0 CodeFBC2001/TP12002 (Matrix) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) L=59/6-11-0, G=70/6-11-0, K=139/6-11-0, J=150/6-11-0*1=143/6-11-0, H=160/6-11-0 FORCES (lb) - First Load Case Only TOP CHORD L-M=-51, M-N=-51, A-N=-51, G-0=-63, O-P=-63, F-P=-63, A-B=-8, B-C=-81 C-D=-8, D-E=-8, E-F=-8 BOT CHORD K-L=8, J-K=8, I-J=8, H-1=8, G-H=8 WEBS B-K=-129, C-J=-135, D-I=-130, E-H=-146 NOTES (7) 1) All plates are 1.5x3 TL20urrtess otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT4 53914355 1f5 Universal Forest Producls,im,- Truss Type , Qly Ply Centex-Orlando/25os A&B2nd/jsk/8-5 3 1-00�' Nt) 1 1 Job Reference (optional) 5. Jeff Kerr 5,100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:21 2003 0 a _� 9-j -8) 1-3-0 .( 5x4 TL20= 1.5x3 TL20= 1.5x3 T1-20= ' 3x4 TL20= x W oI- 11-Oi 1.50 TL20 11. 3x6 TL20 FP = 1.5x3 TL2011 0-1-e Fi scale - 5x4 T120= 1.5x3 TL20= 3x4TL20= 1.5x3TL20= J K Z Y 5x5 TL20= 3x4 TL20= - 3x10 MII18H FP= axo I �- 3x4 TL20= 1-6-0 4-0-0 . 6-6-0 9-0-0 10-2-0 12-8.0 15-2-0 17-8 0 19-2 0 19-2-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in Vert(LL) -0.27 (loc) Well Ud Q-R >827 360 PLATES GRIP M1118H 195/188 TCLL 40.0 TCDL 10.0 Plates Increase Lumber Increase 1.00 1.00 TC 0.34 BC 0.88 Vert(TL) -0.43 Q-R >530 240 TL20 245/192 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.08 L n/a n/a Weight: 99 lb BCDL 5.0 COdeFBC2001ITP12002 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, TOP CHORD 4 X 2 SYP No.2 end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1034/0-8-0, V=1034/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1027, W-X=-1027, A-X=-1027, L-Y=-1027, Y-Z=-1027, K-Z=-1027, A-B=-1003, B-C=-2578, C-D= 3550, D-E=-3550, E-F= 3998, F-G=-3998, G-H=-3 H-I= 3550, I-J=-2578, J-K=-1003 BOT CHORD U-V=O, T-U=1938, S-T=3192, R-S=3882, Q-R=3998, P-Q=3882, O-P=3192, N-0=3192, M-N=1938, L-M=0 WEBS K-M=1364; U=1364, J-M=-1300, B-U=-1300, J-N=890, B-T=890, I-N=-854, C-T=-854, I-P=498, C-S=498, H-P=-461, E-S=-461, H-Q=158, E-R=158, F-R=-90 <d-&qo NOTES (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT5 i -- �uu I russ I russ I ype my Nly Centex-unanaazwa r�aacnwtsnio-o-o 53914355 FT6 FLOOR 3 1 t Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:22 2003 Page 1 11-81-3 0 , 1-0 0 0-1.8 -�-� i�� H S 9-icale . 1:33. 5x4 TL20= 5x4 TL20= 1.5x3 TL2011 1.5x3 TL20= 1.5x3 TL20= 3x4 TL20= 3x6 TL20 FP= 1.50 TL2011 3x4 TL20= 1.5x3 TL20= A B C D E F O H I J K w Y X U T S R Q P O N M 5x5 TL20= 3x4 TL20= _ 3x10 M1118H FP= 5x5 TL20= 1.5x3 TL20 II - 3x4 TL20= 9-1-8 1-6-0 4-0-0 6-6.0 9-0-0 10-3-0 12-9-0 15-3-0 17-9-0 19-3-0 19-3-0 Plate Offsets X Y: A:Ed e 0-1-8 K:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.28 R >809 360 M1118H 195/168 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.4;4 R >518 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES W B 0.50 Horz(TL) 0.08 L n/a n/a BCDL 5.0 CodeFBC2001lrP12002 (Matrix) Weight: 100lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) L=1042/0-8-0, V=1035/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1030, A-W=-1029, L-X=-1035, X-Y=-1035, K-Y=-1035, A-B=-1058, B-C=-2635, C-D=-3610, D-E=-3610, E-F=-4059, F-G=-4059, G-H=-4059, H-I=-3592 I-J=-2603, J-K=-1012 BOT CHORD U-V=53, T-U=1994, S-T=3250, R-S=3942, Q-R=4059, P-Q=3932, O-P=3225, N-0=3225, M-N=1955, L-M=0 WEBS K-M=1375, A-U=1366, J-M=-1312, B-U=-1302, J-N=902, B-T=891, I-N=-865, C-T=-856, I-P=509, C-S=500, H-P=-473, E-S= 462, H-Q=173, E-R=159, F-R=-92; G Q9 NOTES (7) " 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per 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: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT6 Job Truss Truss Type Oty Ply Centex-Oran do/2509 A&B2ncVJsk/8-5-3 e 53914355 FT7 1 L , >- 14� i Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 Mi I ek Industries, Inc. Tue Aug 05 12:52:23 2003 Page 1 1-3-8 ON-8 q�1; 8n- 1-3 i Scale - 1:27A 5x4 TL20 = 50 TL20= 1.5x3 TL20= 1.5x3 TI20= 1.5x3 TL2011 1.5x3 TL20= A 8 C D E F O H R I P O N M L K J 5x4 TL20= 1.50 TL20 11 T S 5x4 TL20= 1.5x3 TL2011 1-6-0 4-0-0 6-6-0 8-0-8 9-3-8 11-9-8 14-3-8 15-9-8 ' 15-9-8 Plate Offsets (X,Y): [A:Edge,0-1.8), [H:0-1-8,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Verf(LL) -0.15 L-M >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.23 L-M >820 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 1 n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 82lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) Q=845/0-3-8, 1=851/0-8-0 FORCES (Ib) - First Load Case Only TOP CHORD Q-R=-842, A-R=-841, I-S=-846, S-T=-846, H-T=-846, A-B=-847, B-C=-2014, C-O=-2699, D-E=-2699, E-F= 2597, F-G=-2007, G-H=-806 BOT CHORD P-Q=43, O-P=1585, N-0=2435, M-N=2699, L-M=2699, K-L=2440, J-K=1551, I-J=0 WEBS H-J=1095, A-P=1092, G-J=-1037, B-P=-1027, G-K=634, B-0=597, F-K=-603, C-0=-585, F-L=218, C-N=358, E-L=-138, D-N- 162, E-M=-71 NOTES (6) 1) Unbalanced floor live loads,have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbecks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT7 JUD I runs I runs I ype UlY Yly l.en,ax-vnanuur 53914355 FG7 FLAT �y 1 1 n ° Job Reference o lional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 13:58:32 2003 Page 1 0}t(8 1912 4104 7-10-12 10-11-4 13-11-12 15-8-0 IM-8 0-1-8 1-8-4 3-0-8 3-0-8 3-0-8 3-0-8 1-8-4 0-1-8Scale - 1:27. 2x5 TL2011 500 TL20= 3x4 TL20= 3x4 TL20= 3x4 TL20= 500 TL20= 20 TL2011 A B C D E F O m o ' ' B1 L K I 5x5 TL20= 5x10 TL20= 5x4 TL20= 5x4 TL20= 5x10 TL20= 0x5 TL20= 3-4-0 6-4-8 9-5-0 12-5-8 15-9-8 3-4-0 3.0-8 3-0-8 3-0-8 3-4-0 LOADING (psf) SPACING 2-0-0 CSI TC 0.94 DEFL in (loc) I/defl Ud Vert(LL) -0.35 J-K >525 240 PLATES GRIP TL20 245/193 TCLL 40.0 TCDL 10.0 Plates Increase 1.00 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.55 J-K >335 180 BCLL 0.0 Rep Stress Incr NO W B 0.99 Horz(TL) 0.07 H n/a n/a Weight: 86 lb BCDL 5.0 Code IBC2000/TP12002 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc purlins, excep TOP CHORD 2 X 4 SYP No.t end verticals. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) M=201510.3-8, H=2015/0-3-8 t' FORCES (lb) - First Load Case Only TOP CHORD A-M=-161, A-B=-338, B-C=-4999, C-D=-7403, D-E=-7403, E-F=-4999, F-G=-338, G-H=-161 BOT CHORD L-M=2903, K-L=6453, J-K=7628, I-J=6453, H-1=2903 WEBS B-M=-2959, B-L=2477, C-L=-1718, C-K=1124, D-K=-266, D-J=-266, & J=1124, E-1=-1718, F-1=2477, F-H=-2959 NOTES (4) 1) Provide adequate drainage. to prevent water ponding. been desigrfe� for a 10.0 bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 2) This truss has psf This truss inspection the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) requires plate per 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 1) Regular: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: H-M= 160.0, A-G=-100.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FG7 Job Truss Truss Type ' • Qty Ply Centex-Orlando/2509 A&B2nd/tsW8-5-3 s 53914355 FT8 FLOOR 8 1 7--or Job Reference (optional) rM _ ,. ?, s . , , ..: .:;vcr _- . Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:24 2003 Page 1 1-3-0 u 9 1F} = -i 1i 1 4 Di d.11e 1:35.1 5x4 TL20= 1.50 TL20= - - 1.50 TL2011 1.5x3 TL20= 3x6 TL20 FP= 3x4 TL20= 5x8 TL20= 1.50 TL2011 3x6 TL20= A 8 C DE F O I J K L A . AA Y X w v U T S R Q O N M 2x3 TL20 I 15x4 TL20= - 1.5x3 TL2011 3x6 TL20 FIR = 3x4 TL20= 1.50 TL2011 30 TL20= 5x5 TL20= 7-10-8 1-7-8 7 8 j 16-8-12 1-6-0 4-0-0 6 6-0' 7-9-0 9-1-4 10-4-4 12-10-4 15-4-4 16-8-12 18-1-4 19-2-8 20.8-8 20-8-8 Plate Offsets XY : A:Ed a 0-1-8 0:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.14 V >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.22 V-W >888 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.04 P n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 111lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: P-Q,O-P,N-O. REACTIONS (lb/size) Z=824/0-8-0, M=-157/Mechanical, P=1577/0-3-8 Max UpliftM=-309(load case 2) Max GravZ=827(load case 7), M=109(load case 3), P=1577(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-818, AA-AB=-818, A-AB=-818, L-M=229, A-B=-776, B-C=-1920, C-D=-2452, D-E=-2452, E-F=-2531, F-G=-2193, G-H=-1314, H-1=158, I-J=418, J-K=418 K-L=418 BOT CHORD Y-Z=O, kY---1'463, W-X=2324, V-W=2531, U-V=2531, T-U=2531, S-T=1881, R-S=717, Q-R=717, P-Q=-1156, O-P=-1156, N-0=-418, M-N=0 WEBS I-P=-16' : Q`1�-1054, 1-0=1329, B-Y=-997, H-Q= 1218, B-X=594, H-S=830, C-X=-562, G-S=-789, C-W=178, G-T=434, E-W=-107, F-T=-459, E-V=-68, F-U=88, L-N--546, 1-0=965, J-O=-339, K-N=105 NOTES (7-8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint M. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per 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. 8) Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS46 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT8 Job 53914355 Universal Forest Truss IFT9 Truss Type , Burlington, NC 27215, Ply I Centex-Orlando/2509 A&B2nd/jsk/8.5-3 1 I 1 I Job Reference (optional) 00 s Mav 30 2003 MiTek Industries, Inc. 52:25 2003 3x6 TL20 FP= F G H I J K L M N 0� P Scale . 3x3 TL2011 0 R ■;4er,.�'►... � .•..�...:.... �.::.•..-..-:��'-';::::��:°�:r��:•:.�sr�e�!!�t!•r!r1::�:r�:��•:rrr4rrevee�.�e��e Us TL20 FP 3.3TL2011 20-6-8 20.6-8 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TL20 245/193 TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber Increase 1.00 BC 0.01 VerJ(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 . S n/a n/a BCDL _ 5.0 CodeFBC2001/TP12002 (Matrix) Weight: 91lb LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 BOT CHORD end verticals. Rigid ceiling directly applied or 10-0 0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=53/20-6-8, S=6/20-6-8, AI=146/20-6-8, AH=148/20-6-8, AG=144/20-6-8, AE=145/20-6-8, AD=147/20-6-8, AC=147/20-6-8, AB=147/20-6-8, AA=147/20.6.8, Z=147/20-6-8, Y=147/20-6-8, X=147/20-6-8, W=147/20-6-8, V=145/20-6-8, U=153/20-6-8, T=108/20-6-8 Max HorzAJ=4(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-48, A-AL=-48, R-S=-I, A-B=-4, B-C=-4, C-D=-4, D-E=-4, E-F=-4, F-G=-4, G-H=-4, H-I=-4, I-J=-4, J-K=-4, K-L=-4, L-M=-4, M-N=-4, N-0=-4, O-P=-4, P-Q---4, Q-R=-4 BOT CHORD AI-AJ=O,; AH;AI=O, AG-AH=O, AF-AG=O, AE-AF=4, AD-AE=4, AC-AD=4, AB-AC=4, AA-AB=4, Z-AA=4, Y-Z=4, X-Y=4, W-X=4, V-W=4, U-V=4, T-U=4, S-T=4 WEBS B-A1=-132;4'AH= 134, D-AG=-133, E-AE= 133, F-AD=-133, G-AC=-133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X= 133, N-W=-134, O-V=-132, P-U=-138, 0=T=-103 NOTES (8-9) 1) All plates are 1.5x3 TL20vnless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 9) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT9 Job Truss Truss Type 53914355 FT10 FLOOR%=? fip - I.ivwraat Fnrest Products.lnc.. Burlinqton, NC 27215, Jeff Kerr �1 9,1,8130 � 5x4 TL20= 1.5x3 TL20= 1.5x3 TL20= 3x4 TL20= WI V 1.5x3 TL2011 c 1 Job Reference (optional) s May 30 2003 M7ek Industries, Inc. Tue Aug 05 12.52.17 2003 Pagi 0 1-8 Scale . 1 3x4 TL20= 5x4 TL20= 3x6 TL20 FP= 1.5x3 TL20= G H I i A n — — y Nil r S R G P O N M L 5x5 TL20= 30 TL20= 3x6 TL20 FP = 1.5x3 TL2011 7-10.8 1-6-0 4-0-0 6-6-0 7-9-0 9-0-0 11-6-0 1 14-0-0 16-6-0 18-0-0 18-0-0 . Plate Offsets X Y : [A:Edge,0-1-8 J:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 C SI DEFL Jn Vert(LL) -0.22 (loc) Vdefl Ud O > PLATES GRIP TL20 245/193 TCLL 40.0 Plates Increase 1.00 1.00 TC 0.39 BC 0.82 Vert(TL) -0.35 13 240 N-O >613 40 TCDL 10.0 BCLL 0.0 Lumber Increase Rep Stress Incr YES WB 0.46 Horz(TL) 0.07 K n/a n/a Weight: 94 lb BCDL 5.0 CodeFBC2001/TP12002 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, TOP CHORD 4 X 2 SYP No.2 end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) U=973/0-8-0, K=967/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD U-V=-967, V-W=-967, A-W= 967, K-X=-962, J-X=-960, A-B=-937, B-C=-2388, C-D=-3232, D-E=-3531, E-F=-3531, F-G= 3251, G-H=-2415, H-1=-2415, -J=-980., BOT CHORD T-U=-0;,'54iJg10, R-S=2937, Q-R=2937, P-Q-3531, O-P=3531, N-O=3511, M N=2959, L-M=1845, K-L=50 D-Q--- 406, F-0 WEBS J-L=126! ` AT=1274, 1-L=-1203, B-T=-12,14, I-M=792, B-S=803, G-M=-758, C-S=-764, G-N=405, C-Q-411, F-N=-361, 28, D-P=31, E-0=-18 NOTES (5) .1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. I LOAD CASE(S) Standard Customer No: 11045 Customer A & B FLR Name: DaNTEX e Req:08MES 04 2 03LDraw No:53914355FT jp 4355 Contractor/Job: 250 Jou 1 russ I russ 1 ype (]ty Ply L:enlex-unanaoilaua A&t5enalswn-o-a 53914355 Fri t LOOR .. F�fi'rm,. !t 11 1. y Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:17 2003 Page 1 0-1-8 4i1 8'1� .3-p-i 0-9-8 0-9-10, - -10 Scale - 1:29. 5x4 TL20= 1.5x3 TL20= 1.5x3 TL20= 1.50 TL20= - 3x6 TL20 FP= 1.5x3 TL2011 5x7 TL20= 1.5x3 TL20= A 8 C D E F O H t J X 2=, 3 W3 1 Z Y WR U T R O P O N L K 2x3 TL2011 5x4 TL20= 1.5x3 TL2011 3x6 TL20 FP = 5x4 TL20= 1.5x3 TL2011 7-10-8 1-11.12� 1-6-0 4-0-0 6-6-0 7-9-0 1 8-9-8 11-3-8 1 1 3-9-8 1 1 5-2-0 16-1-2 17-1-1 2 17-1-12 Plate Offsets X Y : A:Ed a 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 R-S >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.19 R-S >944 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 M n/a n/a BCDL 5.0 CodeFBC20011TPI2002 (Matrix) Weight: 93lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: M-N,L-M. REACTIONS (lb/size) V=812/0-8-0, M=1033/0-3-8 Max Grav V=821(load case 2), M=1033(load case 1) FORCES (lb) - First Load Case Only TOP CHORD V-W=-807, W-X=-807, A-X=-807, K-Y=7, Y-Z=7, J-Z=7, A-B=-763, B-C=-1883, C-D=-2393, D-E= 2393, E-F=-2457, F-G=-2457, G-H=-1817, H-I=-695, IJ=49 BOT CHORD U-V=-O, T-U=1468, S-T=2275, R-S=2457, Q-R=2457, P-Q=2227, O-P=1395, N-0=1395, M-N=-90, L-M=-97, K-L=0 H-P=588, G-Q=313, E-S=-87, E-R=-90, F-O---117, I-L=79, WEBS I-M=-1004, A-U=1037, I-N=1047, B-U=-981, H-N=-974, B-T=577, C-T=-545, G-P=-570, C-S=164, NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is not designed to be used as a floor truss. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/iPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT11 uoo I russ Truss hype Oty Ply Centex-Oriandot2509 A&tr2ndllsK/a-5-:i 53914355 FT12 FLOOR., id,T•Y r' '� "` " Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MITek Industries, Inc. Tue Aug 05 12:52:18 2003 Page 1 - Scale - 1:27. 3x6 TL20 FP= A B C D E F G H I J K L M N O AE 1 1-171 1Ell E 1 Ell 1 1 1 1 30 TL20= 3x6 TL20 FP- 1-6-0 4-0-0 6-6-0 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 17-1-12 17-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight: 75lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) P=46/17-1-12, AD=53/17-1-12, AC=147/17-1-12, AB=147/17-1-12, AA=147/17-1-12, Z=147/17-1-12, Y=144/17-1-12, W=146/17-1-12, V=147/17-1-12 , U=147/17-1-12, T=147/17-1-12, S=146/17-1-12, R=151/17-1-12, 0-129/17-1-12 Max HorzAD=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AD-AE=-48, A-AE=-48, P-AF=-40, AF-AG=-40, O-AG=-40, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-O=-6 BOT CHORD AC-AD=O; AB,:AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=O, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6, R-S=6, Q-R=6, P-Q=6 WEBS B-AC=-133.,G.AB=-134, D-AA=-133, E-Z=-133, F-Y=-133, H-W=-133, I-V=-133, J-U=-133, K-T=-134, L-S=-133, M-R=-137, N-Q--120 NOTES (8) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i� Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT12 Job Truss 53914355 FT6A Universal Forest Products, Inc A p F ss Type Q1y Ply I;er DOR Job Jeff Kerr 5 100 s May 30 2003 M B 30 TL20= 7-8 jsk/8-5-3 Aug 05 12:E C �p1�gg F� 3-6-0 _ oon E Scale - 1:7 G LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud 999 PLATES GRIP TL20 245/193 TCLL 40.0 Plates Increase 1.00 TC 0.16 BC 0.11 Vert(LL) n/a Vert(TL) -0.03 n/a D-E >999 240 TCDL 10.0 BCLL 0.0 Lumber Increase Rep Stress Incr 1.00 YES WB 0.04 Horz(TL) O,QO D n/a n/a Weight: 23 lb BCDL 5.0 CodeFBC2001/TP12002 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, TOP CHORD 4 X 2 SYP No.2 end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) E=186/0-3-8, D=186/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD E-F= 64, A-F=-64, D-G=-64, C-G=-64, A-B=-3, B-C=-3 BOT CHORD D-E=155 WEBS B-E=-184, B-D=184 NOTES (4) 1) All plates are 1.5x3 T�'20'unless otherwise indicated. 2) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality as inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355.FT6A. Universal Forest Products Shoffner LLC Re: 53906902 Centex Homes Orlando 2509 B Roof 13 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906902 H1 53906902 H2 53906902 H3 53906902 H4 53906902 H5 53906902 H6 53906902 T7 53906902 T8 53906902 H9 53906902 H10 53906902 H11 53906902 H12 53906902 H13 53906902 H14 53906902 HJ7 53906902 ER 53906902 H18 53906902 H19 53906902 G17 53906902 HJ2 53906902 EJ2 53906902 G15 53906902 HJ3 53906902 EJ3 53906902 H1G 53906902 CJ5 53906902 CJ3 53906902 CJ1 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL Wind: ASCE 7-98 per FBC2001; 110 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 OCT 10 2003 John . 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 Tel: (336) 226-9356 Fax: (336) 476-9146 10 Job Truss Truss Ty.Q�____ �'y Qty Ply Centex-Orlando/2509-A/jsk/3-3 f-3 ——! �;�l:�y�ytitp�L1kd8i4nnm �l 2�"II�I'sl">�i�nblDf ¢a +� ' 53906902 H1 HIP uxnda�rxy�uurwaY�arAryvr�fF 1 1 Universal Fore8t Products, Inc., Burlington, NC 27215, Jeff Kerr Job Reference optional) 5.000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:30:56 2003 Page 1 1-0-Q 4-6-5 7-0-0 1 12-1-1 17-0-6 21-11-10 26 10 15 32 0 0 36 0 0 1-0-0 4-6-5 2-5-11 5-1-1 4-11-5 4-11-5 i i 4-11-5 5-1.1 4-0-0 Scale - 1:61.8 7x10 = 3x6 = 5.00 V2 5x8 = 3x6 , = 3x6 = 5x10 = D E 2x3 F G .r FI' I O - 2 Wl 2 \ 5x6 = 3 ��/ W �n B d[ , w4 , cn �. o B3— L1 —x 5x10 = S R 0 P` O N M L I( 5x6 = 5x10 M11181-1= 5x8 = 5x6'= 5x6 = 50 = 3x4 = . 5x6 = 5x10 M1118H= I 7-1-12 1 12-1-1 17-0-6 21-11-10 26-10-15 31-10-4 36-0-0 7-1-12 4-11-5 4-11-5 4-11-5 I 1 --i 4-11-5 4-11-5 4-1-12 Plate Offsets X,Y :1B:0-2-7 Ed e ,[D:0-7-0 0-2-41[F:0-4-0,0-3-01 [I'0-7-12 0-2-8] LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/deft PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0.96 BC 0.92 Vert(LL) 0.88 O-P >486 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.78 Vert(TL) -1.25 Horz(lL) 0.19 O-P >343 K BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl n/a - 240 Weight: 214 lb LUMBER TOP CHORD 2 X 4 SYP No.2 "Except` BRACING T2 2 X 4 SYP SS, T3'2 X 4 SYP SS TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X 6 SYP No.i Except` BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing. B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 `Except" W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W22X4SYP No.2 W2 2 X 4 SYP No.2, W4 2 X 4 SYP No.2 REACTIONS (lb/size) B=3062/0-3-10 (input: 0-3-8), K=3075/0-3-8 Max Horz B=100(load case 4) Max UpliftB--1068(load case 3), K=-1166(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7013, C-D=-6879, D-E--8894, E-F=-9852, F-G=-9846, G-H=-9407, H-I=-7470, I-J=-4352, J-K=-2947 BOT CHORD B-S=6407, R-S=6371, Q-R=6371, P-Q=8893, O-P=9407, N-0=7469, M-N=7469, L-M=3929, K-L=219 WEBS D-S-332, 11-L=-1018, C-S=-62, D-Q=2897, E-Q=-1216, E-P-1110, F-P=-633, G-P=507, G-0=-900, 1-1-0=2243, H-M=-1799, I-M=4066, J-L=3945 NOTES (10-11) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right,exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required bearing size at joint(s) B greater than input.bearing size. 6) Bearing at joint(s) K considers parallel to grain Value using A.NSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1068 lb uplift at joint B and 1166 lb uplift at joint K. 8) Girder carries hip end with 7-0-0 end setback 9) Special hanger(s) or connection(s) required to support concentrated load(s) 220.01b down and 177.61b up at 32-0-0, and 385:Olb down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 10) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at jointsunless 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. 11) Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: A-D=-60.0, D--1=-130.6, 1-J=-60.0, B-K=-43.5 Concentrated Loads (lb) Vert: D=-385.0 1--220..0 customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-31-3 , 53906902 H2 HIP 1 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference o tional 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:56 2003 Page 1 i1-0 P 5-8-14 9-0-0 .16-0-9 22-11 7 30-0-0 36-0-0 1 0-0 5-.8.14 3-3-2 7-0=9 6-10-13 7-0-9 6-0-0 Scale 1:62.1i 5x7 = 5x8 = 2x3 11 5x7 = 5.W12 D E F -� 4 2x3 ,� c W1 W1 1 W1 \ 5x5 3 H B - a W o�A -- l 3x7 = O N M L K J I 3x6 = 3x8 = 3x6 =. 3x8 = 5x6. 2x5 11 3x8 = i i 9-1-12 1-- 16-0-9 � 22-11-7 29-10-4 36-0-0 9-1-12 6-10-13 I 6.10-13 I 6-10-13 6-1-12 Plate Offsets X,Y : D:0-5-4 0-2-8 , E:0-4-0 0-3-0 , G:0-5-4 0-2 8 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 DEFL in (loc) I/defl PLATES GRIP TC 0.61 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(LL) 0.29 L-M >999 TL20 245/193 Vert(TL) -0.49 L-M BCLL 0.0 Rep Stress Incr NO WB 0.57 >871 Horz(TL) 0.11 1 BCDL 10.0 Code FBC2001 (Matrix) n/a 1st LC LL Min Well = 240 Weight: 181 lb LUMBER TOP CHORD 2 X 4 SYP No.-2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-12 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or,6-2-7 oc bracing. REACTIONS (lb/size) B=1498/0-3-8, 1=1427/0-3-8 Max Horz B=115(load case 4) Max UpliftB=-423(load case 2)., f=-395(load.case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-3061, C-D=-2820, D-E--3380, E-F=-3173, F-G=-317.3, G-H=-2151, H-I=-1361 BOT CHORD B-0=2764, N-0=2587, M-N=2587, L-M=3391, K-L=1916, J-K-1916, I-J-180 WEBS D-0=3091 G-J=-271, E-M=-304, F-L=-409 C-0=-227 D-M=900 E-L 251 G-L=1427, H-J=1789 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1,33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint B and 395 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer acceptsno responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H2 Job Truss Truss�Tyyppe Oty Ply Centex-Orlando/2509-A/jsk/3-3 -3 53906902 H3 ROff 'I HUSS 1 1 Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek industries, Job lInc ce (optional) Apr 23 08:30:57 2003 Page 1 -11-OT 6-5-3 11-0-0 25-0-0 29-6-13 36-0-0 1-0-0 6-5-3 4-6-13 i 14-0-0 4-8-13 6-5-3 i Scale - 1:61.1 54 = 2x3 II 5x6 - D E F 5.00 12 T 2x3 20 i C O W2 W2 3 v Tg 4 W v d] A 6 H 3x7 = M L I< J I 3z7 = 3x6.= 3x8 = 3x8 =_ 3x8 - 3x6 = 9-3-14 18-0-0 I 26 8-2 36-0-0 9-3-14 e-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (lo de TL2o ES GRIP TCDL 10.0 Lumber Increase 1.25 0.45 BC 0.80 Vert(LL) 0.22 K >/999 Vert(TL) -0.43 K-M 245/193 i BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.23 >999 Horz(TL) 0.13 H n/a Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 167 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BFtACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or'3-2-14 oc purlins, WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. REACTIONS (lb/size) H=1427/Mechanical, 8=1498/0-3-8 Max Horz B=131(load case 4) Max UpliftH=-328(load case 3), B=-382(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3046, C-D=-2782, F-G=-2789, G-H=-3057, D-E=-2829, E-F=-2829 BOT CHORD B-M=2749, L-M=2371, K-L-2371, J-K=2374, I-J=2374, H-1=2761 WEBS C-M--309,.D-M=432, F-1-440, G-1=-315, E-K=-443, D-K-549, F-K=544 NnTFC /r_a% 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 1.1; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end verticaldeft and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at.joint H and 382 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate.to a specific building. Any references to job names and locations are.for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H3 cuss I i cuss Type 53906902 IH4 c., Burlington, NC 27215,.Jeff Kerr 5.000 s Qty Ply Cent, ex-Orlando/2509-A/jsk/3-31-3 1 1 ,Job Reference (ootional) es, Inc. Wed Apr 23 08:30:58 2003 Page 1 yI 0 i1-0-p 6-5-3 13-0-0 23-070 29-6-13 36-0-0 —� 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 Scale —.1:6 3x7 = 5x6 = D 2x3 II 5x6 = E F M L K J I 3x6 = 3x8 = - 3x8 = 3x8 = 3x6 = 3x7 = 1 9-3-14 i 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets (X Y): jD:0-3-0 0-2-41 jF•0-3-0 0-2-41 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1,25 TC 0.54 BC. 0.79 Vea(LL) 0.18 K >999 Vert(TL) -0.39 K-M TL20 245/.193 BCLL. 0.0 Rep Stress Incr YES WB 0:18 >999 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 171 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 ORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1-1 oc purllns. WEBS WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-8 15 oc bracing. Iµ j 0 REACTIONS (lb/size) H-1427/Mechanical, B=1498/0-3-8 Max Hori B=149(load case 4) Max UpliftH=-319(load case 5), B=-389(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3071, C-D=-2769, F-G=-2776, G-H--3081, D-E=-2365, E-F=-2365 BOT CHORD B-M-2777, L-M-2174, K-L=2174, J-K=2176, I-J-2176, H-1-2788 WEBS C-M=-394, D-M=552, F-1=560, G-1=-400, E-K=-252, D-K=284, F-K-280 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left.and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint H and 389 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification. of the truss designer. 6) H28R: Right end may be attached to 2x8 So.Pine BC. of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04./24/2003 Draw No:53906902H4 Job Truss Truss Type Qty Ply Centex-Orlando/2509=Arlsk/3-31-3 53906902 H5 RO,Q Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:58 2003 Page 1 11 Q-Q 6 5 3 1 11-10-14 15-0-0 21-0-0 24-1-2 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-10 6-5-3 Scale a 1:61'. 5.00 V2 5x6 = ` 5x6 _ 5x6 G E F a 5x6 D G 2x3 �� 1 2x3 C w W2 w2 3 H n 4 w B \\ A a- 0 1311 Id 3x7 N = M L K 3x7 = 3x6 = 3x8 = 5x10= 30= 3x6 = 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 I I 8-8-2 8-8-2 9-3-14 Plate Offsets X Y ; D:0-4-0 0-3-0 E:0-3-0,0-2-4 , [F:0-3-0,0-2-41jG:O-4 0,0-3-01 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (loc) Ildefl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.43 BC 0.78 Vert(LL). -0.17 L >999 Vert('TL) -0.38 I-J TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.66 >999 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 4 5YP No.2 TOP CHORD Sheathed or 3-3-1 oc purlins. BOT CHORD 2 X 4'SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-12 ocbracing. WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) 8=1498/0-3-8, 1=1427/Mechanical Max Horz B=168(load case 4) Max Uplift B=-413(load case 4), 1=-343(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3063, C-D=-2770, D-E=-1983, F-G=-1983, G-H=-2778, H-1=-3073, E-F=-2021 BOT CHORD B-N=2768, M-N=2265, L-M=2265, K-L=2268, J-K=2268, I-J=2779 WEBS C-N=-371, D-N=496, G-J=504, H-J--377, E-L=505, F-L=504, G-L--596, D-L=-593 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind; ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS cantilever left and right exposed end zone; gable ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to water prevent ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 Ib uplift at joint.B and 343 lb uplift at joint I. 5) Truss shall be fabricated ANSIfFPI 1-95 per 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 andrequirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two Follow or more ply girder truss with Simpson f 1US28 Simpson instructions for installation. or eq. LOAD CASE(S) Standard I' Z A1—. wa -[I1%il I11U. I 1 u4U %-,U5LUmer,ivame: c;ENJ EX HOMES ORLANDO Shope -No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H5 -------------- �i Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-34-3 539OB902 HEi jJ,SS :: 1 1 Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 10 Job Reference (optional) 5.000 s Feb 20 2003 MUek Industries, Inc. Wed Apr 23 08:30:59 2003 Page 1 1-0 __6-5-3 11-10-14 17-0-0 19-0,0 24-1-2 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 scale a 1:61.6 5.00 r12 5x6 = 50 = E F. 3— 5x6 5x6 D G 2x3 O � 20 C - w W2 4 W2 3 H W dIA � I� 3x7 = .. N M K J 3x6 = 3xa = 3x7 = 5x12 == 3x6 = 3x6:= 9-3-14 18-0-0 26-8-2 36-0-0 9-3-1 4, B-8-2 B-8-2 9-3-1 4 Plate Offsets X Y ; D:0-4-0,0-3-0 ,[E;0-3-0,0-2-4j [F;0-3-0 0 2 4j G:0-4-0,0-3-01 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.44 BC 0.78 Vert(LL) 0.17 L >999 Vert(TL) -0.38 1-J TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.75 >999 Horz(TL) 0.13 1 n/a Code FBC2001 (Matrix) ) 1st LC LL Min I/defl = 240 Weight: 183 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING TOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins, WEBS 2 X 4 SYP No.3 TOT CHORD Rigid ceiling directly applied of 7-1 0 oc bracing. REACTIONS (lb/size) B-1498/0-3-8, 1=1427/Mechanical Max Horz B=186(load case 4) Max UpliftB--435(load case 4), 1=-364(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3057, C-D=-2773, D-E=-1947, F-G=-1947, BOT CHORD B-N=2762, M-N=2278, L-M=2278, K-L=2281, G-H=-2780, H-1=-3067, E-f==-1812 J-K=2281, WEBS C-N=-353, D-N=484, G-J=491, H-J=-359, E-L=524, F-L=523, I-J=2773 G-L=-696, D-L=-693 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001 i i Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 435 lb uplift at joint B and 364 lb uplift at joint I, 5) Truss shall be fabricated per ANSI/TPI 1-95-quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of Interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific. building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name.: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H6 Job Truss Truss Type • Qty Ply Centex-Orlando/2509-A/jsk/3-34-9 53906902 T7 ROOF TRUSS 1 1 Job. Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:59 2003 Page 1 1 0-Q 6-5-3 , 11-10-14 , 18-0-0 24-1-2 � , 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6-5-3 Scale - 1:60. 5x6 = 5.00 F12 E 5x8 2 5x8 D F 20 2x3 C W W2 W2 3 G 4 T�w 6 \H A of 0 3x7 = M L 3x7 3x6 = 3x8 = 3x8 = 3x8 - 3x6 = 9-3-14 18-0-0 26-8-2 36-0-0 I 9-3-14 I 8-8-2 .8-8-2 9-3-14 Plate Offsets X Y : D:0-4-0 0-3-0 F:0-4-0,0-3-0 LOADING (psf) TCLL 20.0 SPACING 2.0-0 Plates Increase 1.25 CSI TC 0.44 DEFL in (loc) I/defl PLATES GRIP TCDL_ 10.0 Lumber Increase 1,25 BC 0.79 Vert(LL) 0.18 K >999 Vert(TL) -0.39 H-1 >999 TL20 245/193 BCLL 0.0 Rep. Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 . (Matrix) 1st LC LL Min I/defl - 240 Weight: 174 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BUT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=1498/0-3-8, H=1427/Mechanical Max Horz B=195(load case 4) Max UpliftB=-444(load case 4), H=-374(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C-3056, C-D=-2773, D-E=-1944, E-.F=-1944, F-G=-2781, G-H=-3066 BOT CHORD B-M=2760, L-M-2281, K-L=2281, J-K=2284, I-J=2284, H-1-2772 WEBS C-M--349, D-M=481, D-K=-704, E-K=1052, F-K=-708, F-1=489, G-1=-355 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 11 Omph; h=25ft; TCDL 6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33, 3) Provide mechanical. connection (by others) truss of to bearing plate capable of withstanding 444 lb uplift at joint B and 374 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 requirements. Plates quality shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" interior of 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 the design of information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and, are not part of the review or certification of the truss designer. 5) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 installation. or eq. Follow Simpson instructions for LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO. 'Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T7 Job Truss TruwiType Qty Ply Centex:Orlando/2509 A/jsk/3 3.', 3 53906902 T8 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2063 MiTej< Industries, Inc. Wed Apr 23 08.31:00 2003 Page 1 11-0� 6-5-3 I 11-10-14 18-0-0 � 24-1-2 � 29-6-13_I 36-0-0 7-0-0 1-0-0 6-5-3 5-5-10 6-1-2 6-1.2 5-5-10 6-5-3 1-0-0 Scale — 1:60. 5.00 F12 5x6 = E 5x8 5x6 D F 2x3 O 2x3 �i C W W2 W2 3 G 4 W A 6 J � H do,I 61 I fy 3x7 - N M L K 3x7 = 3x6= 3x8 = 3x8 = 3x8 = 3x6 = 1- 9-3-14 18-0-0 26 8 2 36 0 0 I 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y ; D:0-4-0 0-3-0 F:0-4-0,0-3-0 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (loc) I/deft PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.42 BC 0.70 Vert(LL) 0.1.8 L >999 Vert(TL) -0.38 L-N TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.80 >999 Horz(TL) 0.13 H n/a Code FBC2001 (Matrix) 1st LC LL Min Well = 240 Weight: 176 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling, directly applied or 6-11-15 oc bracing, REACTIONS .(lb/size) B=1497/0-3-8, H=1497/0-3-8 Max Horz B=-187(load case 5) Max UpliftB=-444(load case 4), H=-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3053, C-D=-2770, D-E=-1941, E-F--1941, F-G=-2770, G-H=-3053, H-1=22 BOT CHORD B-N=2758, M-N=2278, L-M=2278, K-L=2278, J-K=2278, H-J=2758 WEBS C-N--349, D-N=481, D-L=-704, E-L-1050, F-L--704, F-J=481, G-J--349 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint B and 444 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" interior of 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 conformance on this sheet for with conditions and requirements of the specific building and governing codes and ordinances, The truss designer for the correctness or accepts no responsibilit 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 �I Icfnmor Air.. i-1nnr- r+.-_.._ I V40 �-,usLU[fler ►vame: UEN I -EX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T8 Job Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-:�1-3—�i ROOV TRUSS 1 1 53906902:Forre7stProd:uct Universal s, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2063,MiTek I dlob ustrles,1Inc. ce oWed Apr 23 08:31;0 22003 Page 1 -11-0-P 6-5-3 1 11-10-14 I 17-0-0 19-0-0 L 24-1-2 29-6-13 36-0-0 37=0--0 1-0-0 6-5-3 i I 5-5-10 5-1-2 2-0-0 5-1-2 5 5-1 0 6-5-3 1-0-0 Scale a 1:61. 5.00 F12 5x6 = 5x6 E F T9 5x6 5z6 D O 2x3 J 1 20 Z/ C w W2 W2 3 H 4 w yA B 1 I dI B l o. 3x7 = O N �� L K 3x7 = 3x6 = 3x6 = 5x12 = 3x6 = 3x6 = 9-3-14 1 1 18-0-0 _ 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-4-0 0-3=0 E:0-3-0,0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-370 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.42 DEFL in (loc) I/defl PLATES GP RI TCDL 10.0 BCLL Lumber Increase 1.25 BC 0.70 Vert(LL) 0.17 M >999 Vert(TL) -0.38 M-0 >999 TL20 245/193 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2001 WB 0.74 (Matrix) Horz(TL) 0.13 I n/a 1st LC LL Min I/defl = 240 Weight: 185 1b LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc purlins, WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing, REACTIONS . (Ib/size) B-1497/0-3-8, 1=1497/0-3-8 Max Horz B=-178(load case 5) Max Uplift!3 -434(load case 4), 1--434(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22; B-C=-3054, C-D=-2770, D-E=-1944, F•G=-1944, G-H=-2770, H-6-3054, I-J=22, E-F=-1809 BOT CHORD B-0=2759, N-0=2275, M-N=2275, L-M=2275, K-L=2275, I-K=2759 , WEBS C=O=-353, D-0=484, G-K=484, H-K=-353, E-M=523, F-M=523, G-M=-693, D-M=-693 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1,33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint B and 434 lb uplift 5) Truss shall be fabricated per ANSI/TPI 1-95 at joint 1. 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 conformance with conditions and requirements this on sheet for 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. _OAD CASE(S) Standard 1 customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop ,No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H9 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3-31-3 53906902 H10 ROOF,R�I�� �. �" 1 1 UnlV .real Fnralst Prnrli rtc In r]i irli + All n77i C _t. onal) Job Reference (opti-7 Iu uou lub, If 1- vv uu tyr zJ Vtl:7 I :u I zuuj Page 1 Yf) 0 11 0 P 6-5-3 11-10-14 15-0-0-21-0-0 24-1-2 29 6 13 36 0 0 37_0 1-0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-10 6-5-31-0-0 ScaleScale z 1:61 5.00 F,2 5x6 = 5x6 = rxN E F M L K 3x7 = 3x6 = 3x6 =. 500 =_ 3x6 = 3x6 = 9.3-14 18-0-0 I— 26-8-2 1 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 LOADING (psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0.41 BC 0.70 Vert(LL) -0.17 Vert(TL) -0.38 M >999 M-0 TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 >999 1 n/a Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 184 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins: WE WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-5 oc bracing. REACTIONS (lb/size) B-1497/0-3-8, 1-1497/0-3-8 Max Horz B--159(load case 5) Max UpliftB=-413(load case 4), 1--413(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3060, C-D=-2768, D-E=-1980, F-G=-1980, G-H--2768, H-1=-3060, I-J-=22, E-F=-2018 BOT CHORD B-0=2766, N-0=2262, M-N=2262, L-M=2262, K-L=2262, I-K=2766 WEBS C-O=-371, D-0=496; G-K=496, H-K=-371, E-M=504, F-M=504, G-M=-593, D-M=-593 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6:Opsf; BCDL=6:Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. 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 andrequirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job.names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H10 Job Truss Truss Type Qty Ply Centex Orlando/2509-A/jsk/3-3,1-3 , 53906902 N11 R006 #ir lR,l1S Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215; Jeff Kerr 5,.000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:31:01 2003 Page 1 1-0T 6-5-3 , 13-0-0 23-0-0 1 29-6-13 1 36-0-0 �7 0 0 1 0-0 6-5-3 6-6-1 3 10-0-0 6-6-13 6-5-3 1-0-0 Scale a 1:61. 5x6 = 2x3 II 5x6 = D E F 2- 5.00 12 2x3 \\ 2x3 C w 2 w 3 G m 4 W \ � B 0IA m �— Ra H I� 3x7 = N M o L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 9-3-14 , 18-0-0 PB-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X,Y : D:0-3-0 0-2-4 F:0-3-0,0-2-4 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.18 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,70 Vert(TL) -0.39 L-N >999 BCLL 0,0 Rep Stress Incr YES WB 0.1.8 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 173 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 - TOP CHORD Sheathed or 3-3.10 oc purlins. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. REACTIONS (lb/slze) B=1497/0-3-8, H=1497/0-3-8 Max Horz B=-141(load case 5) ' Max UpliftB=-389(load case 4), H=-389(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3068, C-D=-2766, F-G=-2766, G-H=-3068, H-I=22, D-E=-2362, E-F=-2362 BOT CHORD B-N=2775, M-N=2171, L-M=2171, K-L=2171, J-K=2171, H-J=2775 WEBS C-N=-394, D-N=552, F-J=552, G-J=-394, E-L=-251, D-L=282, F-L=282. NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf;.BCDL=6;Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lurrmber DOL=1.60.plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint B and 389 lb uplift at joint H. 5) Truss shall be fabricated per 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 vU,1,U11 M! 114U. 1 1 U40 Vustomer Name: CENTEX :HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H11 Job Truss Truss Type Oty Ply Centex Orlando/2509-A/jsk/3-3-1-3 53906902 1112 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:02 2003 Page 1 -11-0-I 6-5 3 11-0-0 25-0-0 29-6-13 l 36-0-0 �7=0 P 1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 1-0-0 Scale a 1:61. 5x6 = 2x3 II 5x6 D E F 5.00 Ff2 TP 2x3 J 2x3 C W2 G W2 3 4 w \ v 8 dIA 81 hl l 8 o r I 3x7 = N M L K J 3x7 = 3x6 - .3x8 - 3x8 = 3x0 — M = 1 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X,Y : D:0-3-0 0-2-4 , F:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.43 BC Vert(LL) 0.22 L >999 TL20 245/193 BCLL 0.0 Rep Stress Incr YES 0.79 WB 0.23 Vert(TL) -0.43 L-N >999 Horz(TL) 0.13' H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 240 Weight: 169 lb LUMBER BRACING E TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, H=1497/0-3-8 Max'Horz B=-122(load case 5) Max UpliftB--382(load case' 2), H=-382(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=-3044, C-D--2779, F-G=-2779, G-H=-3044, H-1=22, D-E=-2825, E-F=-2825 BOT CHORD 8-N=2747,. M-N=2368, L-M=2368, K-L=2368, J-K=2368, H-J-2747 WEBS C-N=-309, D-N=432, F-J=432, G-J=-309, E-L--443, D-L=547, F-L=547 NOTES , (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6,Opsf; BCDL=6:Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequatedrainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint B and 382 lb uplift at joint 11, 5) Truss shall be fabricated per ANSI/TPI 1-95 requirements. be quality Plates shall 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 vuJlU11lC1 wu: I I u40 customer Name: CENTEX HOMES ORLANDO -Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H12 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Arsk/3-31-3 53906902 H'13 .; grti VV, Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215,.Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:02 2003 Page 1 1-- 5-9-1 9-0-0 15-0-0 21 0 0 27-0 0 30-2-15 36-0-0 a7=0--0 1-0-0 5-9-1 3-2-15 6-0-0 6-0-0 6-0-0 3-2-15. 5-9-1 1-0-0 Scale - 1:61.✓3 5x6 = 3x6 = 5x8 = 5x6 = 5.00 12 D E F G T2 C 2x3 H W1 W2 W wi 1 d W4 w - ti �A B oI 4 B1 I J Iv 3x7 = G N c' M L I< 3x7 = 3x8 = 3x10 M1118H= 3x6 = 3x10 MII18H= 3x8 = I 9-1-12 1 18-0-0 26-10-4 36-0-0 9-1-12 8-10-4 8-10-4 9-1-12 Plate Offsets X Y ; D:0-3-0 0-2-4 , F:0-4-0,0-3-0 G:0-3-0,0-2-4 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (loc) I/deft PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.36 BC 0.80 Vert(LL) 0.28 M >999 Vert(TL) -0.52 K-M TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code WB 0.79 >8213 Horz(TL) 0.15 1 n/a FBC2001 (Matrix) 1st LC LL Min l/dell = 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4.SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD 2.X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. REACTIONS (lb/size) B=1497/0-3-8, 1-1497/0-3-8 Max Horz B=-104(load case 5) Max UpliftB--413(load ease 2), 1--413(load case.3) I FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C--3067, C-D=-2813, D-E=-2592, E-F=-3350, F-G=-2592,.G-H--2813, H-1=-3067, I-J=22 BOT CHORD B-0=2771, N-0=3284, M-N=3284, L-M=3284, K-L=3284, I-K=2771 WEBS D-0=788, G-K=788, C-O=-252, H-K--252, E-0=-825, E-M-106, F-M=106, F-K=-825 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy 11; category exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurriber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent. water pending. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint 1. 6) Truss shall be fabricated ANSVTPI 1-95 per 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. Puilding 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 v%JJIVII IUI I`Eu. 1 1 ui+u customer Name: CENTEX HOMES OR.LANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H13 Job Truss ry{uss Type';; my pxn Qty Ply Centex-Orlando/2509 A/jsk/3- �1 3 ' 'Ti f' 'Wl�Y1'Si:u��E`S.�!�3?§.L��7sr� 53906902 H14 'j.P 1 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference (optional) 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:03 2003 Page 1 11 0 p 4-6.5 7-0-0 I 12-6-14 18-0-0 I 23-5-2 1 29-0-0 131 5-11 I 36-04 1-0-0 4.6-5 2-5-11 5-6-14 5-5-2 5-5-2 5-6-14 2-5-11 4-6-5 1-0-0 ' Scale - 1:61.E 7x10 = 5.00 12 5x6 = . W. 11 5x8 = 5x6 = 7x10 = 2x3 �� D F G H 1 -C _ - 2x3 i - J 1 W1 1 W1 wI 3 W T. A B K v 5x10 = a P o 0 N M 5x10 = 5x6 = 5x6 = 700 M1118H= 5x6 = 5x6 f 7-1-12 12-6-14 18-0-0 23-5-2 28-10-4 36-0-0 1 I L 7-1-12 1 5-5-2 5-5-2 5-5-2 5-5-2 7-1-12 Plate Offsets X Y : B:0-2-7 Ed e], [D:0-3-12 0-4-0]� [1:0-3-12 0-4-0] [K•0-2-7 Edge], [0:0-5-0,0-4-8] LOADING (psf)' SPACING 2-0-0 CSI DEFL in (loc) I%dell PLATES GRIP TCLL 20:0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 0 >529 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -1.16 0 >370 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.21 K n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 1-9-8 oc purlins. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigidceiling directly applied or 4-4-2 oc bracing.. BOT CHORD 2X 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 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 REACTIONS (lb/size) K=3079/0-3-10 (input: 0-3-8), B=3079/0-3-10 (input: 0-3-8) Max Horz B=-86(load case 5) Max UpliftK=-1129(load case 3), B=-1076(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7065, C-D=-6987, D-E=-9397, E-F=-10284, F-G--10284, G-H=-10284, H-1=-9397, I-J=-6987, J-K=-7065, K-L-26 BOT CHORD B-Q=6456, P-Q=6499, O-P=9394,.N-0=9394, M-N=6499, K7M=:6456 WEBS D-Q=290, 1-M=290, C-Q=34, D-P=3247, E-P=-1253, E-0=1001, F-O=-687, H-0=1001, H-N=-1253, I-N=3247, J-M=34 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33, 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required bearing size at joint(s) K, B greater than input bearing size. 6) Provide mechanical connection (by others) of truss bearing to plate capable of withstanding 1129 lb uplift at joint K and 1076 lb uplift at joint B, 7) Girder carries hip and with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 29-0-0, and 385,01b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all information -design 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. _OAD CASE(S) Standard 1) Regular: Lumber Increase=1..25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D--60.0, D-I=-130.6, I-L=-60.0, B-K--43.5 Concentrated Loads (lb) Vert: D=-385.0 1=-385.0 u-.U, r r u4b Uusiumer Name: CENTEX HOMES ORLANDO Shop �No: 53906902 Contractor/,Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H14 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3 `31-3 ' 53906902 HJ7 ENDJACK TRUSS j Job Reference optional) Universal Forest Products,lnc., Burlington, NC 2W21'1 , Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:03 2003 Page 1 -1-6-8 5-8-3 9-10-1 1-6-8 5-8-3 4-1-13 Scale - 1:18.2 D 3.54 12 3x4 C II T1 W2 W1 8 B1El �- 3x4 = G F E 2x3 II 2x3 583 994 gi0-1 5-8-3 4-1-1 0-0t112 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC ' 0.37 Vert(LL) 0.03 F-G >999 TL20 245/193 TCDL. 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft — 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 ' REACTIONS (lb/size) B=435/0-3-8, E=408/Mechanical, D=222/Mechanical Max Horz B=193(load case 4) Max UpliftB--242(load case 2), E=-64(load case 3), D=-179(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=24, B-C=-858, C-D=46 BOT CHORD B-G=800, F-G=800, E-F=O WEBS C-G=169, C-F=-877 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6:0psf; BCDL=6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint B, 64 lb uplift at joint E and 179 lb uplift at joint D. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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-8=-60.0 Trapezoidal Loads (pit) Vert: B=0.0-to-E=-49.5, B=-2.2-to-D=-148.5 I 11W. r l v�tU �.u5w1ner Name: ULN I EX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ7 Ilubb Truss type Qt 53906902 EJ7 ROOF TRUSS 25 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb--2 7-0-0 f-0-0 , I U4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 1.0.0 Lumber Increase 1,25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Ply Centex-Orlando/2509-A/jsk/3-51-3 1 i Job Reference (optional) ek Industries, Inc. Wed Apr 23 08:31:03 2003 Page Scale — 1:15 6-11-4 7-h-0 6-11-4 0-012 CSI DE:FL in (loc) Well PLATES GRIP TC 0.59 Vert(LL) n/a - n/a TL20 245/193 BC 0.21 Vert(TL) 0.17 A >80 W B 0.00 Horz(TL) -0.00 C n/a (Matrix) 1st LC LL Min I/deft = 240 Weight: 23 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C=198/Mechanical, B=346/0-3-8, D=68/Mechanical Max Horz B=159(load case 5) Max UpliftC=-.165(load case 5), B=-75(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=62 BOT CHORD B-D=0 NOTES . (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category IL; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1,60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint C and 75 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11 045Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ7 Job Truss Truss Type Qty Ply Centex Orlando/2509-A/jsk/3-31-3 e� 53906902 H18 Job Reference (optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:43:25 2003 Page 1 -1-0-0 15-1 0-a 7-0-0 1-0-0 5-10-8 1.1-8 5x4 = Scale - 1:15. I 2x3 P 1� 3x4 = 2x3 11 2x3 II - b-u-4 6-11-4 7-11-0 6-0-4 0-11-0 0-0-12 LOADING (psf) SPACING TCLL 20.0 Plates Increase 2-0-0 1.25 CSI TC DEFL in (loc) I/dell PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.41 BC 0.36 Vert(LL) 0.07 Vert(TL) 0.19 B-H >999 TL20 245/193 B H 436. >YES BCLL 0.0 Rep Stress Incr BCDL 10.0 WB 0.08 Horz(TL) 0.04 E n/a Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240. Weight: 30 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. , WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) B=346/0-3-8, F--126/Mechanical, E=392/Mechanlcal Max Horz B=148(load case 3) Max. UpliftB=-156(load case 4), F=-126(load case 1), E=-48(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--84, C-D=-2, D-E=0, D-G=592 BOT CHORD B-H=25, G-H=O, F-G=0 WEBS C-H=-419 NOTES . (4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left.and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint B, 126 lb uplift at joint F and 48 lb uplift a joint E. 4) Truss shall be fabricated,per ANSI/TPI 1-95 quality requirements. Plates shall. be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall. verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer.accepts no responsibilih for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locationsare for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B,RF Date Req:04/24/2003 Draw No:53906902H18 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A sk/3-31-3 TOP, 4 I� &TAK"IMA, 53906902 H19 "u{FIP�IAf 1 1 Job Reference optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:04 2003 Page 1 -1-0-0 3-10-8 7-0-0 1 I 1-0-0 3-10-8 3-1-e Scale 1:13. 5x4 = c D 2x3 11 E T2 5.00 12 . w1 W1 T1 B n 81 H 2x3 11 G 2x3 11 F 3x4 = 1 4-0-4 1 6-11-4 7-A-0 4-0-4 2-11-0 0-0-12 LOADING (psi) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.27 DEFL in (loc) I/deft Vert(LL). 0.18 B-H PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.76 >442 Vert(TL) -0.33 B-H >249 TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.14 E n/a Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed.or 6-0-0 oc purlins, except end verticals, BET CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.$ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. .REACTIONS (lb/size) B-346/0-3-8, F--83/Mechanical, E=348/Mechanical Max Horz B=102(load case 3) Max UpliftB=-149(load case 4), F=-83(load case 1), E=-75(load case 3) Max GravB=346(load case 1), F=9(load ease 4), E=348(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-71, C-D=O, D-E=0, D-G=297 BOT CHORD B-H=20, G-H=O, F-G=O WEBS C-1-1=-226 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing .plate capable of withstanding 149 lb uplift at joint B, 83 lb uplift at joint F and 75 lb uplift at joint E. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" interior of 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 conformance on this sheet for 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 it as may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not of the part review or certificatidh of the truss designer. LOAD CASE(S) Standard n vu,LVL11C1 IVu: 1 1 u40 uusiomer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H19 Job Truss Truss Type ; gylgFuk wu...., Qty Ply Centex Orlando/2509 A/jsk/3-31-3 — >t 1r, of 1Mom— -=.,. 53906902 G17 j 1 A `t Job Reference.( optional) Universal Forest•Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 09:17:36 2003 Page 1 i 2-6-0 4-7-13 6-7-14 8-7-15 1 10-8-1 _i 12-8-2 14-8-3 16-10-0 19-4-0 1— 1 [ 2-6-0 2-1-13 2-0-1 2-0-1 2-0-2 2-0-1 2-0-1 2-1-13 2-6-0 Scale: 3!8"=1' 5x8 5.00 r12 = 3x8 = 3x8 = 2x3 II 3x8 = 3x8 = 5x8 = 0 C D E3x8 — F Q H I q A 5x6 = to R Q P S O N T M L K 3x6 11 5x6 = 7x6 = 5x6 = 502 = 7x6 = 5x6 = 3x6 II 5x6 = 2-7-12 4-7-13 6-7-14 8-7-15 10-8-1 12-4-0 1 -8 2 14-8-3 1i__ 6-e-4 16 :j 19-4-0 2-7-12 2-0-1 2-0-1 2-0-1 2-0-2 1-7-15 0-4-2 2-0-1 2-0-1 0-0-4 2-7-6 1 Plate Offsets (X,Y):[A:0-3-6,0-0-0],[B:0-5-12,0-2-8],[C:0-3-8,0-1-8],[D:0-3-8,0-1-8],[E:0'-3-8,0-1-8],[G;0-3-8,0-1-8],[H:0-3-8;0-1-8],[I:0-6-0,0-2-8],[J:0-3-6,0-0-0],[M:0-3-0 0-3-12 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (too) Well PLATES GRIP TCDL 10.0 BCLL Lumber Increase 1.25 0.78 BC 0.92 Vert(LL) 0.54 N-O >420 Vert(TL) -0.85 N-O >270 TL20 245/193 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2001 WB 0.62 (Matrix) Horz(TL) 0.07 J n/a 1st LC LL Min I/defl = 240 Weight: 454 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N6.2 *Except*_ TOP CHORD Sheathed or 4-1-9 oc purlins. T2 2 X 4 SYP SS BOT CHORD 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.2 REACTIONS (lb/size) A=7994/0-3-8, J=5903/0-3-8 Y Max Horz A=21(load case 4) Max UpliftA=-2713(load case 2), J= 1995(load case3) FORCES (lb) - First. Load Case Only TOP CHORD A-B=-17555, B-C=-26432, C-D=-33583, D-E=-37439, E-F=-36512, F-G=-36512, G-H=-34015, H4=-24179, 1-J=-14664 BOT CHORD A-R=16310, Q-R=16606, P-Q=26431, P-S=33583, 0-S=33583, N-0=37439, N-T=34015, M-T=34015, L-M=24178, K-L=13691, J-K=13621 WEBS B-R=1902, I-K=453, B-Q=10697, C-Q=-3284, C-P=7887, D-P=-1935, D-0=4252, E-0=152, E-N=-1021, F-N=-29, H-L=-4693, 1-L=11418 G-N=2753, G-M=-'1349, H-M=10849, NOTES (to) 1) Special hanger(s) or connection(s) required to support concentrated load(s) 65.01b down and 22.31b up at 16-10-0 on top chord, and 3075.011b down and 1057.01b up at 12-4-0, and 22.01b- down and 7.611b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer, 2) Special connection required to distribute bottom chord loads equally between all plies. 3) 4-ply truss to be connected together with 16d Common(.162"x3.5") Nails as. follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 4 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Attach chords with 1/2 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. Special hanger(s) or connection(s) required to support concentrated load(s) 65.01b down and 22.31b up at 16710-0 on top chord, and 3075.01b down and 1057.01b up at 12-4-0, and 22.0Ib down and7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7.98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclose(I;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 6) Provide adequate drainage to prevent water pending. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2713 lb uplift at joint A and 1995 lb uplift at joint J. 8) This truss design allows for the following max, bolt hofes along the member cdlines spaced a min. of 0-6-0 apart: 0.500in in the top chord, 0.500in in the bottom chord. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 65.01b down and 22.31b up at 16-10-0 on top chord, and 3075.01b down and 1057.01b up at 12-4-0, and 22.0Ib down and 7.6Ib up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 10) Truss shall 6e fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information -on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of -the review or certification of the truss designer. _OAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60.0, B-D=-60.0, D-1=-98.0, I-J=-60.0, A-S=-734.0, S-T=-746.0, K-T=-34.0, J-K=-20.0 Concentrated Loads (lb) Vert: 1=-65.0 K=-22.0 T=-3075.0 -f n4-n w..... KI—- -44 A � &-il11-1 NO. 1 1 U45 Customer Name: UENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G17 job: -Truss Truss Type � Qty Ply Centex-Orlando/2509-A/jsk/3'31-3 539HJ2 JAK •"`� 1 1 Job Reference (optional) Univer sal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:05 2003 Page 1 I -1-5-0 3-5-11 1-5-0 3-5-11 C Scales 3.54 V2 8 Ti v A 81 U4 = D 3-5-11 3 5 11 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.16 DEFL. in (loc) I/dell Vert(LL) n/a PLATES GRIP TCDL 10.0 BCLL Lumber Increase 1.25 BC 0.03 - n/a Vert(TL) 0,04 A >446 TL20 245/193 0.0 BCDL 10.0 Rep Stress Incr NO Code FBC2001 WB 0.00 (Matrix) Horz(TL) -0.00 C n/a 1st LC LL Min I/defl 240 - Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-5-11 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied on,10-0-0 oc bracing. REACTIONS (lb/size) C=39/Mechanical, B=159/0-3-8, D=20/Mechanical Max Horz B=63(load case 2) Max UpliftC--38(load case 5), B=-173(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=-17 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6,0psf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed end vertical left ; and right exposed;Lumber DOL=1.60 plate grip DOL=1,33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint C and-173 lb uplift at joint 8,, 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1,25 Uniform Loads (plf) Vert: A-13=-60.0 Trapezoidal Loads (plf) Vert: B=-2.4-to-C=-55.7, 8=0.0-to-D=-18.6 n-. customer No:!! 045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ2 Job Truss. Truss Type Qty Ply Centex-Orlando/2509-A/jsk/3=31-3 53906902 EJ2 p(�crf'1'Fi''S 5 1 Job Reference (op-tional) Unive?sal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 09:21:15 2003 Page 1 6 Scale a 1; A `LOADING (psf) TCLL 20;0 SPACING 2-0-0 Plates Increase 1.25 L-a + 0-0-12 CSI TC DEFL in (loc) I/dell. PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.08 BC 0.02 Vert(LL) n/a - n/a Vert(TL) 0.01 A >999 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) . 1st LC LL Min I/deft = 240 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=52/Mechanical, B=178/0-3-8, D=23/Mechanical Max Horz B=62(load case 5) Max UpliftC=-54(load case 5), B=-87(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=16 BOT CHORD B-D=O NOTES (3) 1.) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others),of truss to bearing plate capable of withstanding 54 lb uplift at joint C and 87 lb uplift at.joint B. 3) Truss shall be fabricated per 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 reference's to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No,:53906902EJ2 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Njsk/3-31-3 539OQ902 G15 MO[J(J; Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:05 2003 Page 1 2-6-0 2x3 II i � l 2-6-0 Scale 1:7. 5.00 F12 + 1 v T1 A B1 5x6 = D c 2-0-0 2-6-0 5- J—I 2-0-0 0-6-0 Plate, Offsets (X Y): (A:0-3-0 0-2-121 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.08 DEFL in (loc) I/deft Vert(LL) 0:00 A-C PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.11 >999 Vert(TL) -0.00 A-C >999 TL20 245/193 BCLL 0.o Rep Stress Incr NO WB 0,00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min l/defl = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=141/0-3-8, C=366/Mechanical Max Horz A=51(load case 3) Max UpliftA=-33(load case 4), C=-102(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=21, B-C=-66 BOT CHORD A-D=O, C-D=0 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1:33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint A and 102 lb'uplift at joint C, 3) Special hanger(s) or connection(s) required to support concentrated load(s) 331.01b down and 113.81b up at 2-0-0 on bottom chord. Design for unspecified connections) is delegated to the building designer. 4) Truss shall be fabricated per ANSIfFPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) L26R: Right end may be attached to 2x6 So. Pine or larger BC of two or more ply girder truss with Simpson LUS26 or Follow eq, 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=-331.0 VUJLUJIIVt NU: t I u4o uusromer Name: CENTEX HOMES ORLANDO Shop. No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G15 Job Truss Truss, Type Qty Ply Centex Orlando/2509-A/jsk/3-J1-3 53906902 HJ3 JACK 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page 1 -1-5-0 4-2-3 1-5-0 4-2-3 3 ale — 9. 3.54 V2 T1 B ` A B1 U4 = D 4-2-3 4-2-3 LOADING (psf) SPACING TCLL 20.0 Plates Increase 2-0-0 1.25 CSI DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0.16 BC 0.04 Vert(LL) n/a Vert(TL) 0.05 - n/a TL20 245/193 A BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 >387 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 15 lb LUMBER , BRACING TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP,No.2 TOP CHORD Sheathed or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=67/Mechanical, B-171/0-3-8, D-28/Mechanical Max Horz B-70(load case 2) Max UpliftC=-56(load case 5), B=-178(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-19 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001.; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate.grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint C and 178 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific. building and.governing codes and ordinances. The truss designer accepts no responsibilil for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-13=-60.0 Trapezoidal Loads (plf) Vert: 13=-2.3-to-C=-63.6, 8=0.0-to-D=-21.2 �uaLU111c, 1yu: t 1 u4o uusiomer Name: CENTEX HOMES ORLANDO Shop,No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:'04./2.4/2003 Draw No:53906902HJ3 Job Truss Truss �Type City Ply Centex Orlando/2509-A/jsk/3-31-3 53906902 EJ3 �TRUSS 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31 :06 2003 Page 1 -1-0-0 3-0-0 C 1-0-0 3-0-0 Scale; 1.5=f 5.00 V2 T1 B v 81 A D 2-11-4 3 0 0 2-11-4 0-0-12 LOADING (psf) .SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 A >999 BCLL 0:0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10,0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling Or applied or 10-0-0oc bracing. REACTIONS (lb/size) C=70/Mechanical, B=195/0-3-8, D=28/Mechanical Max Horz B-73(load case 5) Max UpliftC=-67(load case 5)., B=-84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=22 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.67 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of, individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this.sheet for conformance with conditions and. requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibillt 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. a. ., 9 I .�uaw111U1 1,40. r 1045 Oustomer Name: CENTEX HOMES ORLANDO Shop. No:5390.6902 Contractor/Job: 2509 EL.B RF Date Req:04/2.4/2003 Draw No:53906902EJ3 Job Truss Truss Type Qty Ply ' Centex-Orlando/2509-A/jsk/3-: 1-3 53906902 H1G HIP 1 1 W Job Reference (optional) Universal Forest Products, Inc,,,. Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page 1 3-0-0 4-0-0 7-0-0 1 i 3-0-0 1-0-0 3-0-0 Scale — 1:11.4 5x4 = 5x4 = B c 5,00.12 T2 w1 w1 T1 T1 D A \ 91 I Imo' ll 2x3 II 2x3 11 F E 3x4 = 3x4 i 3-1-12 I 3-10-4 7-0-0 3-1-1 2 0-8-8 3-1-1 2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.07 BC 0.15 Vert(LL) 0.01 F >999 Vert(TL) -0.01 D-E TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.03 >999 Horz(TL) 0.00 D n/a BCDL 10.0 'Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=331/0-3-8, D=33 1 /Mechanical Max Horz A=-29(load case 5) Max. UpliftA--98(load case 4), D=-98(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13 -572, B-C=-497, C-D=-572 BOT CHORD A-F=491, E-F=497, D-E-491 WEBS B-F=52, C-E=52 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33, 3) Provide adequate drainage to prevent water ponding, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint A and 98 lb uplift at joint D. 5) Girder carries hip end with 3-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 45,01b down and 36.31b up at 4-0-0, and 45.01b down and 36.31b up at 3-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss shall be fabricated per ANSI/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 toa specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 8) Right end may be attached to 2x6 So.Pine BC of two or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard ^ 1) Regular: Lumber Increase=1.25, Plate.increase=1.25 Uniform Loads (plf) Vert: A-8=-60.0, B-C=-70.6, C-D=-60,0, A-D=-23.5 Concentrated Loads (Ib) Vert: B=:-45.0 C=-45,0 customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902Hi G Job Truss Tr rlyfp Qty Ply Centex-Orl ando/2509 -A/j sk/3 '31 -3 53906902 CJ5 ROOF TRUSS 6 1 Job Reference (optional) Universal Fo;est Products, lne., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 20.03 MiTek Industries, Inc. Wed Apr 23 08:31:07 2003 Page 1 I 3x4 = 4-10-15 4-11 11 4-10-15 0-0-12 LOADING (psf) TCLL 20.0 SPACING Plates Increase. 2-0-0 1.25 CSI DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0.27 BC 0.10 Vert(LL) n/a Vert(TL) -0,05 - n/a TL20 A >263 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 BOT CHORD 2 X 4 SYP No.2 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=135/Mechanical, B=268/0-3-8, D=48/Mechanical Max Horz B=115(load case 5) Max UpliftC=-116(load case 5), B=-77(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B-22, B-C=42 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6:Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint C and 77 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building.design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names.and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ5 Job Truss Truss Type Qty Ply Centex Orlando/2509-A/fsk/3-31-3 53906902 CJ3 ROOF TPILa , •°°"°" � 6 1 .Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:07 2003 Page 1 A Ia — 2-10-15 2 1 11 11 2-10-15 0-0-12 Scale a 1:-, LOADING (psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI TC DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.08 BC 0.03 Vert(LL) n/a Vert(TL) -0.01 - n/a A >999 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=69/Mechanical, B=194/0-3-8, D-28/Mechanical Max Horz B-73(load case 5) Max UpliftC 66(load case 5), B=-84(load case 4) FORCES (1b) - First Load Case Only TOP CHORD A-8=22, B-C=21 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per. FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1,33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall -be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibilit} for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLA14DO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ3 Job Truss 53906902 CJ1 nnN' E.rsal F :rest Pro Truss Type Qty Ply Centex -Orland 12 1 Job Reference ucts,lnc., Burlington,.NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc /2509-A/js{</3�31-3 optional i Wed Apr 23 08:31:07 2003 Page 1 A F 0-10-15 OPT 0-10-15 n-n-i 9 "Scale — 1:. LOADING (psf) TCLL . 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001 CSI 1. TC 0.06 BC 0.00 WB 0.00 (Matrix) DE:FL in (loc) I/deft Vert(LL) n/a n/a Vert(TL) 0.00 A >999 Horz(TL) 0.00 C n/a 1st LC LL Min I/defl = 240 PLATES GRIP TL20 245/193 Weight: 51b LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No:2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-133/0-3-8, E=9/Mechanical, C=0/Mechanical Max Horz B-41(load case 4) . Max UpliftB=-102(load case 4), C=-27(load case 5) Max Grav8=133(load case 1), E-9(load case 1), C-29(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=21, B-C=-26, C-D=-4 BOT CHORD B-E-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.opsf; BCDL=6;0psf; occupancy category Il; exposure B;.enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint B and 27 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building.and governing codes and ordinances The truss designer accepts no responslbilit; for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are 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 ORLA14DO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ1 l'-4" STRONGBACK DETAILS 6d NAILS O TOP & 44 VE3T1CAL BLOCK SECURE w(3)16d NAILS O EACH VERTICAL LOCATE OSE TO BOTTOM CHORD AS POSSIBLE. SLRONGBACKS SPACED AT 101-V (MAX) ARE REQUIRED TO MAINTAIN CERTAIN FIRE ASSEMBLIES. STRONGBACKS ARE RECOMMENDED TO MINIMIZE VIBRATION. r� a °' m W Dr N O N M �cn �aX: D o d a8 PERMIT Ick-w4et rcT" 04 o o� >� D 'o Z W p zz 4.d Nz ME ICIE �m 4 � 00 0 I � R. Or W V7Z5W�� O �Ujd(3 ZF W0 y � J � NP U a � Z0 V k�7OOZi.I.Z¢ NJ �NjoU WHO, ..7 0J`€ioon. .. O bRUI5�0 NS aZU'R'Z..7=NNpg$ N »ZW Wm 2� �� z1�d3€oWv�ia�� h PLANS REVIEWED z: -mv�fm�F31- OF SAMFORD N tY w Y Y O m m J_ m J Q. awl c7 CD 0 Li (J� U_ J o O � a Q a � N � LLj o z v w� rnJ O U a = Z Z �U 0Nwoo to N 21i>u 0 a o V) w m DRAWN BY: 7DN CHECKED BY: DRAWING NUMBER 1110001 4000 M M O1 n � tG O N v� Z v 0 a8 N N N o �_ U ; z Vi C7 Z 7 n� u°i m m z 4p 0F0 CZ 0r w t�7Z� U� -z— a-0 wo z �� N�Uawo. apwZipp�on - v�ro� v_�Jfn7J<�}�}yoW�n zK N\Wm UWW i�F- p 73�0=p7 z a�i� N� dim ¢NNg €\J <o3owzNa��� i� < JJJJz}j�7 q S8 M �� NN N N m0 W y¢2� W N`_ Z7 7_ F'mpp 3F?:r c:A,_0 N W } J m O Q Q w a a pr o O O O oN W 0 o Oz O J f W Q 41 11 w z o h w11 Z Z U� 2 O O U � of U d O N DRAWN BY: TON CHECKED BY: 4DRAWING NUMBER 1310009 7-0-0 S.B. 7-0-0 S.B. HANGER LEGEND TYPE DESCRIPTION I I HUS 28 MEDIUM DUTY - ROOF r A, 3' bath duct to roof cap w/fan 3' bath duct to roof cap w"ran OM dryer wall cap N � 1 C l QOR 21 Ahl Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL s s 0 o2S `r�t C �:� Q 1 Q�\ 5 G U z CLJ LL1 LLj O O U Q 06 x Q) o !L- U-) ! C1J W X W I o� � z W CD W ~ W U ED :E z CO Rating rz o > m w —� m 1— Q mm 1 O -icnoo Q of ONE BY WOOD CONCRETE OR BMASONRY OPENING BUCK BY OTHERS BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H• (TYP.) :WI DOW HEIGHT) CAULK BETWEEN WOOD BUCK & MAS'Y. ❑PENING BY OTHERS 1-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/16" DIA. TAPCON I I I SHIM AS REQ'D. I/4' MAX. (SEE NOTES)- FLANGE TYPE WINDOW FRAME HEADER GLASS • �� (TYP.) (SEE NOTES) CAULK BETWEEN WINDOW FLANGE & PRECAST ,SILL W/ VULKEM 116-ADHESIVE CAULK, OR APRV'D. EQL. FLANGE TYPE PERIMETER WINDOW -FRAME CAULK SILL BY OTHERS B.W. (BUCK WIDTH) - INSTALLATION ANCHOR ONE BY WOOD 3/16- DIALTAPCON BUCK BY OTHERS SHIM AS REQ'D. . RIGID VINYL 1/4' MAX. GLAZING BEAD (SEE NOTES). (T.YP_) 1-1/4' MIN. EMBEDMENT D. STUCO BY OTHERS a GLASS 1 (TYP.XSEE NOTES) !/ FLANGE TYPE. WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE o & WOOD BUCK PERIMETER CAULK BY OTHERS W.W: (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK R. MAS'Y.. OPENING BY OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS W. W . �s PRECAST SILL a a A BY OTHERS A B C NOTES: SECTION A -A , 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX_ ALLOWABLE' E SHIM STACK TO BE 1/4". D ` N 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 p & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J B K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. Cam% 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. IS mq EXTERIOR OF WINDOW FLANGE. r 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE cam/ ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE,- FOR. THE TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 7OPSF SIZE - SILL 12 t8 1/8 X 25 8 8 F.G F.G F.G F.G 13 18 1/8 X 37 3/8 8 8 6 F,G F,G 14 18 1/8 X 49 5/8 8 F.G F.G 1.45 18 1/8 x 55 1/4 8 8 8 F.G F,G 15 18 1/8 X 62 8 8 8 F,G F,G,HI 16 _ 7 1 7 to 1/8 x 71 18 1/8 X 83 B B F,G F•G.J•K f 25 1/2 X 25 8 8 F,G F.G F:G 11H3 25 1/2 X 37 3/8 8 B 8 F,G F,GH,I . 1H4 25 1/2 x 49 5/8 8 6 B F.G F,G.H.1 1H45 25 1/2 X 55 1/4 B F.G F,G.H.1 11,15 25 1/2 x 62 6 8 8 F.G F.G.Hj 11-16 IH7 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 B 6 8 8 .G F.G , Irj; F.G ,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 F.G F, 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F.G F,G,H,I 30 1/2 x 56 1/4' 29 1/2 X 55 1/4 B B F.G F,G,H,1 30 1/2 x 63 29 1/2 X 62 B B 8 F,F.G .H.1 H,I F.G,H,l 30 1/2 x 72 29 1/2 x 71 B 8 F,G F,G, 30 t 2 x 84 29 1/2 X 83 6 22 36 X 25 8 e 8 F,G F,G 23 36 x 37 3/6 3/8 B 8 F,G F,G,Hj 24 36 X 49 B B F,G F,G,H,I 245 2 5 36 x 55 t/ 3 X X 62 2 8 B F,G,H,1 F,G,H,1 25 36 X 8 8 F,G,H,1 D.E.F,G,H,I 27 36 X 83 8 B F,G,J,K . F.,G.H,I,J,K 42 x 26 41 X 25 B 8 B 8 F,G F,G,H,1 42 x 38 3/8 41 x 37 3/8 8 8 F,G F,G,H,I 42 x 50 5/8 41 X 49 5/8 B 8 F,G,H,1 F,G,H,I 42 x 56 1/4 41 X 55 1/4 8 8 F,G,H,1 D.E.F,G,H,! 42 x 63 41 X 62 41 x 71 B e F,G,H,1 D,EF,G,H,1 42 x 72 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,H,1 48 x 38 a7 X 37 3/8 6 A,C F,G F,G,H,i 5/8 48 x 50 5/8 47 x 49 5/8. B A.0 F,G,HJ F,G,H,1 48 x 56 1/4_ 47 X 55 1/4 8 A.0 F.G.HJ D,E,F,G,H,I 48 x 63 47 X 62 47 X 71 8 A,C F,G,H I D,E,F.G,H,I 48 x 72 47 X 83 8 A C, fGJK DEFGHIJK 48 x 84 32 52 1/8 X 25 8 A,C F,G F,G F.G F,G.H,1 33 52 1/8 x 37 3/8 8 6 A,C A,C F G,H,I F.G:H.1 34 52 1/8 X 49 5/8 52 1/8 X 55 1/4 8 A,C. F,G,H,I D.E F,G.H.1 3 35 52 1/8 x 62 8 A.0 F,G,H,1 F.G.HJ O.E.F,G.H,I D.E,F,G.H,I 36 52 1/8 x 71 52 1/8 x 83 B 6 A,C A,C F.G.J.K O,E,F,G,J,K,J,K • 37 • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES_ APPROPRIATE DESIGN PRESSURE REQ'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM Q f1d E13OO GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I / WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE -4-V. INTERNATIONAL. .ING EXTERIOR ELEVATION AS A KEY. .1 EXTRUDERS 9) ALL FACTORY APPLIED HOLES. NOT DESIGNATED FOR TAPCON y Y FLORIDAL j� jDA SANF�RD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. n Amil 17. TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION' . SERIES' SINGLE RUNGS. 1 1) WHERE WINDOW 1S INSTALLED IN .MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO . ACHIEVE 1-3/8" MIN EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATIONFASTENER LOCATIONS. TITLE: INSTALLATION DETAIL l . SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 &.. 2000 J2DATE:10/09/01 N BY: B B APPROVED BY: LALE: NTS DWG.: ELEX0016 PRFP.4RfFt RY: PRODUCT do APPLICATION EhG1NZERING, INC.; 250 INTERNATIONAL PKY., SUITE 250. HEATHROW. FLORIDA -32746--PHONE: 407 805-0365 FAX 407 805-0366 I' MIN. EMBEDMENT r----- WINDOW WIDTH HI MAX. S CAULK BETWEEN SHEATHING TWO BY WOOD SHIM SPACE BY OTHERS TWO BY WOOD WINDOW FIN. & BY OTHERS SHIM AS REQ'D. SHEATHING (SEE NOTES) STUD BY OTHERS SHIM AS REQ'D. INSTALLATION ANCHOR (SEE NOTES). r �����•�° #6 WOOD SCREW CENr� l�IL STUCCO u71fp1� . 0 1' MIN. BY OTHERS !. NUN Ei)1I V�tI Y S EMBEDMENT M 1/4' MAX. L r4i'�-1GLAZING (TYP.). SHIM SPACE (SEE NOTES) ` PERIMETER' CAULK MASSHEATHING BY OTHERS BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN HEADER FIN `TYPE. WINDOW 'FIN GLAZING (TYP.) WINDOW FRAME & SHEATHING JAMB (SEE NOTES) WINDOW f WIDTH PERIMETER INSTALLATI❑N ANCHOR. CAULK- #8 WOOD SCREW n BY OTHERS STUCCO BY OTHERS . SECTION B-B E I B B WINDOW 24' O.C. HEIGHT MAX. (TYP.) EQUALLY SPACE (TYP.) CTYP WINDOW HEIGHT �— NOTES: GLAZING (TYP.) 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. (SEE NOTES) MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW .FRAME MATERIAL: ALUMINUM ALLOY 6063- Ic 3) 'INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH_ � TO ACHIEVE MIN. EMBEDMENT OF 1" INTO WOOD BUCK.. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN I A L' MAX J AT HEAD. SILL & JAMBS_ (TYP.) 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL 6' MAX. (TYP.) AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS .MAY VARY PER THE REQUIREMENTS OF FIN TYPE ELEVATION WINDOW FRAME ASTM E1300. GLASS CHARTS. PERIMETER SI�IARBLE SILL VIEWED FROM EXTERIOR 8) FLORIDA EXTRUDERS 1Oo0' SERIES SINGLE HUNG IS SHOWN. STOOL THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 CAULK AND 2000 SERIES SINGLE HUNG WINDOWS; BY OTHERS BY OTHERS INSTALLATION ANCHOR TWO BY WOOD #8 .WOOD SCREW BY OTHERS STUCCO BY OTHERS r REV DESCRIPTION DATE INI FLORIDAj j R S INTERNATIONAL, INC. ANFORD, FLORIDA CAULK BETWEEN ORIDA EXTRUDERS s WINDOW FIN SHEATHING & SHEATHING BY OTHERS TITLE: INSTALLATION DETAIL W/#8 SCREWS UAD IN. EMBEDMENT 1... - 0, & 2000 SINGLE HUNG FIN WINDOW SERIES, 1000,150 SECTION A -A - �. DRAWN BY: BB APPROVED BY: LI DATE: 12/ 13/01 SCALE: N. J. S. EX0026 SHT 1 OF 2 DWG.: PREPARED BY= PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PKWY SUITE 250, HEATHROW, FLORIDA 32746 PHONE 407 805-0365 FAX 407 805-0366 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN. HEAD & SILL EACH. JAMB CALL WINDOW UP TO 70 PSF UP TO 70 PSF""== SIZE SIZE 2024 23 1/2 X 27 1/2 2 2 2 2030 23 1/2'x 35 1/2 2 3 2038 23 1/2 X 43 1/2 2 3 2040 23 1/2 X 47. 1/2 2 3 2044 23 1/2 x 51" 1/2. 2 3 2050 23 1/2 X 59 1/2 2 2060 23 1/2 X 71 1/2 2 4 4 2070 23 1/2 X 83 1/2 2 2424 27 1/2 X 27 1/2 .. 2 2 2430 27 1/2 X 35 1/2 2 3 2438 27 1/2 x 43 1/2 2 3 2440 27 1/2 X 47 1/2 2 2444 27 1/2 X 51 1/2 2 3 3 245.0 27.1/2 X 59 1/2 2 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 x 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2 2830 31 1/2 x 35 1/2 2 2838 31 1/2 x 43 1/2 2 3 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 X 59 1/2 2 3 2860 31 1/2 X 71 1/2 2 4 2870 31 1/2 X 83 1/2 2 4 3024 35 1/2 x 27 1/2 2 3030 35 1/2 X 35 1/2 2 2 3038 35 1/2 x 43 1/2 2 3 3040 35 1/2 x 47 1/2 2 3 3044 35 1/2 X 51 1/2 - 2 3 3 3050, 35 1/2 x_59 1/2 2 3060 35 1/2 X 71 1/2 2 - 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 X 27 1/2 3 3430 39 1/2 X 35 1/2 : 3 2 3438 39 1/2 X 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 x 51 1/2 3" 3 3450 39 1/2 X 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 X 27 1/2 3 2 3830 43 1/2 x 35 1/2 3 2 3838 43 1/2 x 43 1/2 3 3 3840 43 1/2 x 47 1/2 3 3 3844 43 1/2 x 51 1/2 3 3 3850 43 1/2 X 59. 1/2 3 3 3860 43 1/2 X 71.1/2 3 4 3870 43 1/2 X 83 1 2 3 4 4024 47 1/2 T 27 1 2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 x 43 1/2 3 3 4040 47 1/2 x 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 x 71 1/2. 3 4 4070 47 1/2 X 83 1/2 3 4 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB UP PTO 70 PSF UP TO 70 PSF SIZE SIZE 12 18 1/8 X 25 2 2 3 13 18 1/8 x 37 3/8 2 14 .tt 18 1/8 X 49 5/8 2 3 3 1-45'--Il 18 1/8 X 55 1/4 2 15 18 1/8 X 62 2 4 16 18 1/8 X.71 2 4 17 18 1/8 x 83 2 4 1H2 25 1/2 x 25 2 2 3 iH3 25 1/2 X 37 3/8 2 I114 25 1/2 X 49 5/8 2 3 IH45 25 1/2 X 55 1/4 2 3 .- 1H5 25 1/2 x 62 2 4 iH6 25 1/2 X 71 2 4 1H7 25 1/2 X 83 2 4 30 1/2 x 26 29 1/2 x 25 2 3 30 1/2.x 38 3/8 29 1/2 X 37 3/8 2 3 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 .3 4 36 1/2 x 63 29 1/2 X 62 2 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1/2 x 84 29 1/2'X 83 2 2 36 x 25 2 3 23 36 x 37 3/5 2 3 24 36.X 49 5/8 2 3 245 36 X 55 1/4 2 4 25. - 36 X 62 2 26 36 X 71 2 4 27 36 x 83 2 4 42 x 26 41 X 25 3 3 42 x 38 3/8 41 X 37 3/8 3 3 42 x 50 5/8 41 x 49 5/8 3 3 42 x 56 1/4 41 X 55 1/4 3 4 42 x 63 41 x 62 3 4 42 x 72 41 X 71 3 4 42 x 84 41 x 83 3 48 x 26 47 X 25 3 3 48 x 38 3/5 47 x 37 3/8 3 3 48 x 50 5/8 47 X 49 5/8 3 3 48 x 56 1/4 47 X 55 .1/4 3 4 48 x 63 47 X 62 3 4 48 x 72 47 X 71 3 48 x 84 47 X 83 4 32 52 1/8 X 25 3 2 3 33 52 1/8 X 37 3/8 3 34 52 1/8 X 49 5/8 3 3 345 52 1/8 X. 55 1/4 3 3 35 52 1/8 X 62 3 4 36 52 1/8 X 71 3 4 37 52 1/8 X 83 3 4 REV pE R N DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION ANCHOR CHART SGL. HUNG FIN WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY:BB APPROVED BY: DWG. FLEX0026 SHT 2 ❑F 2 DATE_ 12118/01 SCALE: NTS ° � - �r}G /xG i - - - - ! -\ -Al: yn` C , if O�D Lr w_0L �tia({/") JAM3U ;.rK EYOTHERS � ERSOR MASONRY y - \ el x _/G J_L ` -#2 X ./_f S cstr! iM��i' Q \� TAi`ti� Srac t 'iliiS`''^ I j it ! —` I I � V-A; .tA TJ_1 ! E"' - - \'1 f :;G:a_5=•'=r� _! `Y_•-a- S�rz;-�. I_.;..=ti�r.�'.�...: Jl .i^..♦ Jrw , •'� - tT11ny_-=�Aw��• - - `~' :31 .._.�' ;71 {` S 'E'. - ANCHOR" � �`'. ' L-!/--;� .?__.c` �y `! --1./` �_f - k: j _ - _ j rX, ERNAL MU; :...-L01t. Y,M J 1,LT A (�--,.r� i. i { � � �<r��-�. P{ , ! rj ` - - - ! ! - i ! r. { k �I', vL!•J"ti, •1 ...� vilr�rK%. i ` y - r;�:u _ liV� '-A`i J !— } -1- G; - ' '. j-r, j , lfi.�f'!_1L i� Hi�il St 'SILL 1={` i x tit i� L X t_ //16 X t/L' i _.L,. -i=x n i v ���v sit s « :5��j _ }� c S.H. -- . , C ,. � n c: kUU-1D N `A`n v JAMB C i i'a at �! vY.i ./il�'!�y' �T r! .i j (': j S1 n�` t/� :��.:_r - -•��. V i r SE_ `,_Yr-i�i` � - ;• 1 ! /St_•' , Ir.�•. TAP IN .. I, f err~ '� I SGREd ANCHOR 'TY'.i __ , PP., .:.: :S,j'}.�. :. .. TAPPING S�.j �• I 1 /. g ! , I � ! ` SEALANT T �_.���. t _ ./2 :diwD�l „� F AP �F SN _ r�i `T~ -1 SEA- Vf SEA A,., . E l WEE v \ Str �A�- 1 ld=t'v Td f _! `-: �i9S � i /4' WINDOW -LANCES � �'— \1ihDLla FL NG Y Thi LLICN D _ . , �J _ ` 1 MULLION��-..- nl r /�� Q Q EM t�1yr�T SEEF - _� ,_� �a S-i �L\-" j !�%j 4 A t`� `r � r PPTNG SMS A��iNG S 1`i L — -- - SI�� �'THEKS j a C'' ' - A {r iARY }mot ,-.,, I `- s %_ ALll. j TLnIG'_ ANrc 4_!pk.1 C: ni�L: X . tit — ;.USE P'fv!n!v / .BE.,.t',LluN� U^ 1011 J-1r'B yr,: 1G1`'.3 `{P.�. i _,, _�y,,,:,� 1 #C X i%P SELF �T ?t>r X i/:= Sc-!�_F \i!FV'di 1: "wiy! %:I ���cv: TAPPING SIMS j i t�Pril; Ss'S --- --- -----_._�—_—_ __ — — --; INTERNATIONAL; INC.. FLORIDA EXTRUDERS . SANFORD; FLORIDA Ir Sc :: i v0�/ I `= �V -L NC-3L SHLL T 1 IMF i TITLE _ _ lY-JR 1`. - 4 i. J J r - i L \ SEALANT BETWEEN i:EE? .� =fi' ay' BET,Yc_N j �`r � -rHr R , ! DE { SHr '�) r 11!` ,JihsD�irt FLANGES ; �•/LN77w FLANGES .j ES I "' �` SE{ T 1 F S SELF._-MULLIO_ — _ i i \ - ROVED BYTs PtirSM TAr IIN SM� APS DRAWN HY r��F , T inp nwc � CAL DESIGN PRESSURE CAPACITIES -- :CAPACITY SERIES 1000 CAPACITY CAPACITY & 1500 FLANGE Y rN i CAPACITY s CAPACITY 1 CAPACITY CAPACITY 1 CAPACITY 7/16x3/8 tU 4E 1MULL ;CAPACITY 1MULL CAPACITY 3MULL CAPACITY 3MULL CAPACITY 3MULL WINDOW CAPACITY WINDOW 1 X2X1 /8 1 X2X1 / 8 i 1 X2X3 8 j TUBE MULL 1 X2X3/8 TUBE MULL 1X2 7/16X1/8;1X2 7/16X1/81X2 7/16X3/81X2 1 TUBE MULL TUBE MULL ;TUBE MULL TUBE MULL TUBE 4 ANCHORS ;TUBE 6 ANCHORS ;TUBE 4 ANCHORS TUBE 6 AN :TUBE 6 ANCHORS CALL SIZE TIP -TO -TIP ;TUBE MULL: TUBE MULL SIZE 2 ANCHORS 4 ANCHORS 2 AN 4 ANCHORS 12 ANCHORS 1 4 ANCHORS 2 ANCHORS SECT. A-A(3) SECT, A-A(3) SECT. A -A 4 4 ANCHORS SECT A-A(4) SECT. A-A(5) ;SECT. A-A(5) SECT. A -A 6 SECT. A -A 6) SECT. A -A 7 SECT. A -A 1 �-� `- SECT. A=AS1� j SECT. A -A 2 SECT A-A(2} ; 732.42 _ _ 791.81 ! ; 1187.72 `791.81 1 11187.72 1 1187.72 --- + € 19 1 /8 X_ 26 336.52 732.42 336.52 ! 692.83 - 336.52 1732`42 -- - 209.72`456.46� _1336.52 209_72 456_46 1 = 493.47 ° 74Q.20 493.47 ' 740.2Q 740.20 rl 1 19 1 8 X 38 3 209.72 317.66 209.72 ; 429.55 -_ 193.92 _ - .271.83359.41 539.12 359.41i539.12 I s19 1/8 X 50 5/8131.23 , 131.23 94 152.75 _ 1-27.29.127.29 ': 177.46:152.75 i _-_- ----- s-- 135.81 139.09-135.81 -152.75 -- 194.97 319.55 460.17 319.55 479.33 4?9.33 119 1 /8 X 56 1 /4; 94.1 3 13 -_ - - 1 97.48 97.48 -. 1 19.85 ; 136.64 282.Q2 .423.03` - ; 282.02 423.03 - - - ! 423.03 _ 15 19 1 /8 X 63 65.97 _ -.__ -_-- 65.97 , -- - --T--- 89.21 ' 89.21 --� - -- -- ------ --- 64.27 j 64.27 - 90.09 -----.__ 90.09 : --- 212 62 212 62 _. _ 296 98 _ , 296 98 365 75 _ - . - r 16 19 1 /8 X 72 -- -'' 43_49�� 43.49 ---- s 58.81 - ---- 36.45 58.81 ; -- -_ 36_45 ---------=- 39.83 ' 39.8355.84 --r---- --- 55.84� 131.79 131.79 j-------- 184.08 184.08 294.03 _-, Fl 19 1/8 X 84 26.96 !26.96 _1927.78;927.78 ' 541.20 _- _ _ 262.87 572.13262.87 -_ 572.13 618.52 927.78 618.52 ' 26 1 2 X 26 262.87 --------- - -- i572.13262.87 `•. : 343:74 157.93 343.74 371 .61 557.41 371.61 557.41 i.557.41 1 H3 R 6 1 /2 X 38 3/8 157.93 1 239.21 157.93 323.48 157.93 - ' 143.71 ---r - ' 1 13.20 ! 201.45 ___ 1, 266.35 399.53 ` 266.35 ! 399.53 399.53 1 H4 {26 1 /2 X 50 5/8z 97.25 _ j 97.25 1 13.20 ____--_�.__-- 131:51 ' 113.20 _ - 100.17 102.59 1 Q0.17 143.81 ; 235.70 339.42 235.70 1 353.55 ; 353.55 ' 1 H45 6 1 2 X 56 1 /4 69.43 / ; 69.43 � 93.89_ 193.89 ' 100.34 1207.10 ! 236.83 ': 207.10 1310.65 1310.65 1 H5 l 26 1 /2 X 63 48.44 i 48__44 _ _..__--- 65.51 - - 65.51 ; - 71.58 71.58 46:98 46.98 - _ 88.0011 65.86 ' 65_86 155.44 - 155.44 217.1 1 1217.11 j 267.38 1 H6 j 26 1 /Z X 72 ; 31.79 -T-- + _.79 1 42.99 ! ! 42.99 j 26.53 !- ! 28.99 28.99 - I 40.64 i 1140.64 ± 195.93 ; 95.93 133.99 _ 133.99 214.02 - = - 1 H 7 26 1 /2 X 84 19.62 - 19.62 26.53 r---- 471.75 -r ---- 216.75 1: 471.7.5 1216.75 i 471.75 ' 510 765 ' 510 765 j 765 22 37 X 2 6 ! 21 6.75 471.75 T ----; 216.75 -- 122.22 �- 250.32 _ j 2 6 06 0 ; 122.22 -- 122.22 266.00 ---1 1287.57 1431.36 1287.57 i j 431.36 431.36 23 - - 37 X- 38 3/8 122-.22 --- 1 185.12 j ! 85.36 , ' 99.17 _ _ ; 85.36 r108.37 - �_ 85.36 151.91 `_ _ 200.86 301.29 ; 200.86 301.29 1+301.29 - _ 24 ,37 X 50 5/8 73.34 173.34 _ 170.28 - I 70.28 : 74.98 176.79 1 74.98 : 107.65 _�_- -- 176.43 254.07 i 176.43 -- -r264.64 264.64 _- 245 4 5 i .97 ,37 X 56 1 /1176.06 _ 51 :97 - 011 -- ---�- - 148.70 , ': 48.70 I ' 53.21 53.21 - ! * 65.43 74.59 ' 153.9 6 -_ -_--- s 153.9 6 --- 1230.94 , 230.9 4 2 30.9 4 -- - 25 1 37 X 63 _ 36.01 ` 36' 723.47 - =- �.__ 31.74 _ -- �i 31.74 - -�- ! 34.69 I 34.69 - j 48.62 ! 48.62 -- --- i 1 14.76 -1 14.76 131.6i ► 160.30 1197.41 _ - 26 37 X 72 ! 23.47 ` - 121:*26- - ` ! 29.81 29.81 ' 70.36 i 70.36 98.27 98.27 - 156.97 27 ( 37 X 84 ' 14.39 ! 14.3 9 _ ' 19.46 119.46 21.26 aJ 7.04 - 450.85 __ - 676.28 -r-- - j 450.85 --; ' 676.28 - j 676.2 2 _ 53 1 8 X 26 i 191.61 417.04 --i -- : 191.61 ' 394�49 91.61 ? 417.04 i s- .191.61 t' �:38 -.. ; -'' 24.14 : 231.50 347.25 i 231.50 347.25 ' 347.25 33 �3 1 /8 X 38 3/8 98.38 9.02 14_ 98 38 I - ; 201.51 j 98.38 214.14 - - ,�., , - -T -65:45 1 1_6. ' - ` 1.54.00 ,-- 231.01 154.00 231.01 - 231.01 - 34 �3 1 /8 X 50 5/8 56.23 56.2 3 i-- ± 65.45 -- T i 76.04 __;-�_ ` 65.45 ! 83.09 -- t-- i i :' 56.73- 81.44 ; 133.48 _ _ 1 192.22 _ ; 133.48 1200.23 - 1200.23 , 3453 _ 1 /8 X 56 1 /4 39.32 39.32 ; 53.17 ; 53.17 ! 1 56.73 58.10 39.78 39.78 _ __ : ! 48.91 j 55.76 J. 1►i5.08 1 131.60 __. _ ! 1 15.08 172.63 . 172.63 35 53 1 8 X 63 ! 26.92 _ / _-` 1 26.92 _ _ 36.40 1 _____ 36.40 --i-_-------+------_ 123.45 __ -r-- 25.62 j 25.62 35.92 -_- _ _- ': 35.92-_84.77 . ----. 184.77 , 97.21 1118.41 1145.82 3 6 1 8 X 72 17.34 1 53 / ' 7.34 23.45 __ ----- . - 15.53 15.53 21.77 21.77 ; 51.39 51.39 71.78 j 71.78 1 120.81 37 3 1 8 X 84 1 10.51 5 / L 10.51 14.21 1 14.21 SERIES 1-000 & 1-500 -FLANGE .VERTICAL t 1�-�-- FLORIDA EXTRUDERS INTERNATIONAL, SANFORD, INC FLORIDA MULLION DESIGN PRESSURE CAPACITIES _ - T,. ��-TT��. , A,ir� TITLE: jjr ' i ;iv `' <` c ` _ �.f??t!. _ 1 J . i �H��:;.r .J i.J i \ _ SHEET'2 OF 2 .y;� T` ��:�; 1 -� N' _ L;.� �FR, ±;-tj,- J� ��o NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON _ DRAWN BY: Fs APPROVED BY: FASTENERS REQUIRED .AT EACH END. 8) DESIGN PRESSURES GIVEN ARE FOR, 1.5 X C " 1 t~ - _ DATE i { _.'' SCALE: U" - - DtiYG. ' 1,��1� L 'r`� #8 X 1/2 SELF #8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS EMBEDMENT TAPPING SMS SHEATHING 2 X 4 X 3/8 ,. SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR #8 WOOD WINDOW FRAME WINDOW FRAME SCREW (TYP.) & MULLION & MULLION #8 X 1-I/2 SELF EXTERNAL MULLION #8 X 1-1/2 SELF INSTALLATION, CLIP TAPPING - SMS TAPPING SMS MULLION SECTION A -A (1 SECTION A -A (2) 1000 S.H. APPLIES TO HEAD &SILL. WHERE 1 " X 4". 1 X 2 7/16 X 1/8 JAMB <TYP.> - & 2" X ' 4" TUBE MULLIQNS ARE USED 1000 S.H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) JAMB (TYP.) TUBE MULLION APPLIES TO HEAD &SILL WHERE 1 " X 2" c & 1" X 2 7/16" TUBE MULLIONS ARE USED #8 X-1/2 SELF ampTAPPING SMS INSTALLATION ANCHOR #8 X 1/2 SELF #8 X 1/2 SELF #8 WOOD SCREW TAPPING SMS To SMS DETAIL B (TYP.) SILL CLIP v 4SEALANT BETWEEN SEALANT BETWEEN SEALANT BETWEEN #8 X 1-1/2 SELF WINDOW FLANGES 1 1%8' MIN." WINDOW FRAME WINDOW FRAME TAPPING SMS & MULLION EMBEDMENT & MULLION & MULLION SHEATHING #8 X 1-1/2 SELF V#8 X 1-1/2 SELF SECTION A —A (7) TAPPING SMS TAPPING SMS DETAIL C `WOOD FRAMING SECTION A -A (3 SECTION A -A (4) AUXILIARY PLATE 1 X 4 X 1/8 1 X 4 X 3/8Qo� (FOR ADDITI❑NAL ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION �9 O YL 1000 S.H. 1000 S.H. JAMB (TYP.) JAMB (TYP.) �� ice' l #8 SELF TAPPING -- , SMS (TYP.) DETAIL .B MULLI❑N #8 X 1/2 SELF #8 X 1/2 SELF ELEVATION Q TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR a INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA V TITLE: SER. 1000/ 1 S00 FIN SHEET 1 OF 2 VERTICAL MULLION.SECTIONS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME wINDOW FRAME SEE OTHER SIDE (SHEET 2 OF. 2) FOR & MULLION & MULLIONS . DESIGN PRESSURE CAPACITIES #8 X 1-1/2 SELF #8' X 1-1/2 SELF TAPPING SMS TAPPING SMS DRAWN BY: MSH APPROVED BY: SECTION A -A_ (5� SECTION A -A (6) DATE:2/6/02 SCALE: N T S D G. iVMFIN • v ;WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A .1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 SERIES CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 1000 & CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 1500 FIN CAPACITY x2 7/16X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 3) VERTICAL CAPACITY 1 X2 7/1sxt/8 TUBE MULL 4 ANCHORS SECT. A -A 3 DESIGN CAPACITY t x2 7/1 eX3/8 TUBE MULL 2 ANCHORS SECT. A -A 4 PRESSURE CAPACITY x2 7/1 sx3/s TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITIES CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT .A. -A 5 .. CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) CAPACITY 1 X4X3/8 TUBE MULL'. 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 61ANCHORS SECT. A-A(7) 201.83 125.78 91.61 403.67-. 251.57 :. 183.23 403.67 251.57:: - 183.23 605.50 .377�3.6. 274.84 403.67 251.57 183.23 605.50 377 ;6 274.84 - 605.50 377.36 274.84 403.67 251.57 183.23. 12 18 1 /8 X 25 18 1 /8 X 37 3/ 18 1 /8 X 49 5/8 201.83 125.78 91.61 403.67 251.57 129.63 92.98 65.16 42.96 26.63 201.83 125.78 91.61 403.67 251.57 178.41 201.83 125.78 91.61 13 14 81.45 127.97 8145 136.55 81.45 162.91 162.91 244.36 162.91 244.36 ' 244.36 145 18 1 /8 X 55 1 / 81.45 71.88 59.13 ' 36.65 89.68 59.13 36.65 71.88 62.15 39.11 95.70 63.09 39.1.1 71.88 - 62.15 52.64 135.52 89.35 55.38 143.77 - 124.30 105.29 215.66 186.46 128.92 143.77 124.30 105.29 215.66 186.46 157.94 215.66 186.46 157.94 15 - 18 1 /8 X 62 18 1 /8 X 71 18 1 /8 X 83 65.16 42.96 26.63 16 17 157.66 94.72 67.89 60.08 315.32 189.44 135.79 1.20.16 315.32 189.44 135.39 120.16 472.98 284.17 203.68 180.24 315.32 189.44 135.79 120..16 472.98 284.17 A.284.17 203.68 180.24: i : 472.98 203.68 180.24 315.32 189.44 13539 100.72 1 H2 25 1 /2 X 25 25 1 /2 X 37 3/8 5 1 /2 X 49 5/8 5 1 /2 X 55 1 /4 157.66 94.72 67.89 60.08 315.32 189.44 96.07 68.58 157.66 94.72 67.89 60.08 315.32 189.44 132.22 94.39 157.66 94.72 67.89 60 `08 ° ` 1 H3 1 H4 1 H45 47.85 31.40 19.38 52.79 43.22 26.67 65.86 - 43.22' 26.67 5239 - 4543 28.46 70.28 : .46.1.2': 28.46 52.79 45.43 38.32 99.52 65.32 40.31 260 105'.68 90.87 76 64 260 158.37 136.31 93.84 390 105.58 90.87 76.64 260 158.37 136.31 1 4.96 390 158.37 136.:31 1 96 390- 1 H5 1 H6 25 1 /2 X 62 25 1 /2 X 71 25 1 /2 X 83 47.85 31.40 19.3"8 1 H7 22 36 X 25 130 260 130 260 130 260 130 23 6 X 37 3/8 73.30 146.60 72.44 51.33 35.57 23.19 73.30 146.60 73.30 146.60 73.30 146.60 146.60 219.91 146.60 219.91 219.91 24 245 25 36 X 49 5/8 36 X 55 1 /4 36 X 62 51.20 44.97 35.57 51.20 44.97 39.24 99.71 70.65 48.96 51.20 44.97 39.24 102.40 75.39 52.24 51.20 44.97 39.24 102.40 89.94 73.98 102.40 89.94 78.49 153.60 134.91 117.73 102.40 89.94 78.49 153.60 134.91 117.73 153.60 134.91 117.73 26 36 X 71 23.19 31.91 31.91 33.54 34.05 - 33-.54 48.22 67.09 100.64 67.09 100.64 100.64 27 36 X 83 14.21 14.21 19.56 19.56 20.88 20.88 ?-9 6 "-- 29.56 56.21 68.83 56.21 84.32 84.32 229.84 1 18.02 78.51 57.04 39.05 1 14.9Z - 59.01 39.25 34.02 29.33 229.84 1 18.02 78.51 68.05 55.30 229.84 1 1.8.02 78.51 �.68.05 58.67 344.77 177.03 117.76 102.07 88.00 229.84 1 18.02 78.51 68.05 58.67 344.77 177.03 . 117.76 102.07 88.00 344.77 177.03 117.76 102.07 88.00 32 33 34 345 35 52 1 /8 X 25 2 1/8 X 37 3/ 52 1 /8 X 49 5/8 52 1 /8 X 55 1/4 52 .1 /8 X 62 1 14.9q.!229.84 59.0118.02 39.25 34.02 26.59 55.54 38.84 26.59 17.13 1 14.92 59.01 39.25 34.02 29.33 229.84 1 18.02 76.45 53.45 36.60 1 14.92 59.01 39.25 34.02 29.33 36 52 1 /8 X 71 17.13 23.57 23.57 24.78 25.15 24.78 35.62 49.56 74.34 49.56 74.34` 74.34 37 52 1 /8 X 83 10.38 10.38 14.29 14.29 15.25 -15 25 = _ ._ 20.53 21.59 41.06 50.27 r4l.06 61.59 61.59 _ SERIES 1000 & 1500 FIN. VERTICAL FLORIDA EXTRUDERS INTERNATIONAL,INC. SANFORD, .FLORIDA MULLION DESIGN PRESSURE CAPACITIES - S H E ET 2 O F 2 T111E: DESIGN PRESSURE CAPACITIES F I N NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW I u FE 2002 .. VERTICAL MULLIONS - SER. 1000 & 1500 FASTENERS REQUIRED AT EACH END. -" =`yDRAWN BY: J B H APPROVED BY: el DESIGN PRESSURES GIVEN ARE FOR 1.5 X .......,.n-) Inc In7 !1/I.TTI- ri II I TTR/1 _ 1 X/ner r�i _, n r q -�— DOOR WIDTH /a' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'Q'D INSTALLATION ANCHOR TWO BY WOOD #8 SCREu. _ #8 SCREW (SEE NOTES) 1-1i8 MIN- BY OTHERS � EMBEDMENT TwO BY W❑OD CAULK BETWEEN BY OTHERS Two BY WOOD DOOR FLANGE SLIDING GLASS S. SHEATHING BY OTHERS DOOR FRAME .JAMB CAULK BETWEEN HOOK STRIP & SHEATHING SHIM SPACE / INSTALLATION ANCHOR 1-1/8' MIN_: #s8 SCREW 1-1/8' MIN. EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO TEMP P_) CAULK BETWEEN OR SIDING DOOR FLANGE BY OTHERS 8 SHEATHING SLIDING GLASS. _ -: DOOR FRAME HEAD PERIMETER H- 7SHEA CAULK BY OTHERS ; OTHERS SHEATHING PERIMETER BY OTHERS CAULK BY TEMPERED GLASS p TEMPERED OTHERS STUCCO (TYP.) :DING GLASS (TYP.) B OR SIDING BY OTHERS i= ER SLIDING GLASS DOOR INTERLOCK DOOR HEIGHT SECTION B-B HOOK STRIP DETAIL LLD 1 r>.4 uDEKS A "Q fLl._'7T NOTE 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH -TO ACHIEVE MIN. EMBEDMENT OF 1-1/9' 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. SLIDING GLASS / 6) 1F EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT DOOR FRAME / LARGER SIZE, FOR THE, APPROPRIATE DESIGN PRESSURE REO-D. 7) 'FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. SILL B $ PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. p 10) JAMB"/ SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER,. II) SHIM AS REQ'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 MAT,ERIALS- A 13) WHERE x' REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL" APPROVED / / (�� CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. d EXTERIOR E �_ E J (—1 t I LJ 1 V 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAW ING. HOWEVER INSTALLATION EMBEDMENT \ SECTIONS 'A-A'.'B-B'.& HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED D a n CONFIGURATIONS. EMBED' MIN. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN- THIS PRINT ALSO APPLIES TO s 2000 SERIES AND 500 SERIES. p n n p E D i REV DESCRIPTION DATE INI EXTRUDERS d LIBERALLY APPLY F L ❑ RI D-A CAULKING UNDER SILL INT. INC. SANF.ORD FL. OR SET SILL IN BED INSTALLATION ANCHOR. OF CONCRETE 3/16' DIA. TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A INSTALLATION 'WITH #8 SCREWS n DRAWN BY: BB APPROVED BY: I i ��U2 ATE: 12/17/D? SCALE: NTS DWG #fLEX0027 SHT 1 OF PRPPARFn RY, PRODUCT L APPLICATION ENGENEERING, INC., 250 INTERNATIONAL PXVY., SUITE 250, HEATHROW. FLORIDA, 32746, 40)-805-0]65 FaX 407-805 0366 i �.. _ J #8 SCREW INSTALLATION ANCHOR. CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR. 61 PSF 70 PSF SIZE AND SIZE UP TO 46 PSF TO 61 PSF T❑ UP TO 46 PSF TO .6I PSF TO UP TO 46 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 4068 XX, Ox, x0 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, XO 60 X 80 'X 6 6 8 6 8 8 8 8 4 4 4 6068 XX, DX XO 72 80 8 10 10 8 8 8 4 4 4 8068 XX, ❑X, XO 96 X 80 10 12 12 8 8 8 4 4 4 10068 XX, OX X❑ I20 X 80 I2 6 6 10 10 5 5 5: 5080 XX, ❑X, X❑ 60 X 96 6 8 8 10 10 5 5 5 6080 xx, ❑x, xO 72. x 96 8 10 10010 T12 5 5 5. 0 XX, OX, X❑ 96 X 96 ' 10 I2 I2 ]010 5 5 5 0 XX ❑X XD 120 X 96 I2 6 6 12 12 6" 6 6 0 .XX, t60100 OX, XO 60 X 120 6 82 12 12 6 67 XX, ❑X, XO 72 X 120 8 0 0 12 12 12 6 7 8 0 XX ❑x X❑ . 96 X 120 0 12 12 8 8 8 4 4 4 9068 OX❑ 109 1/8 X 80 12 8 8 8 4 4 4 12068 ❑XO 145 1/8 X 80 -]4- 14 14 8 8 8 4 4 4 15068 ❑X❑ 181 1/8 X 80 16•: 16 16 10 10 10 5 5 5 9080 OX❑ 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 ❑XO 145 1/8 X .96 14 14 14 10 10 10 5 5 5 15080 OX❑ 181 1/8 X. 96 16 16 16 12 12 12 5 7 8 90100 OXO 109 1/8 X >•20 12 12 12 12 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14 14 8 8 8 4 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X .80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 10 1010 5 5 5 9080 Xxx 106 5/8 X 96 2 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 :i14 14 14 10 10 10 5 5 5 15080 XXX 178 5/8 X 96 16 16 16 12 12 12 6 7 8 90100 XXX 106 5/8 ,X 120- 12 I2 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 4 4 I4 8 8 8 4 4 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 - 18 18 18 10080 OXX❑ 11 / X 12 12 12 1 10 1 ]0 1 1..0 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 OXXO 191 5/8 X 96 18 18 18 12 12 12 6 7 8 100100 OXXO 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14 12 12 12 6 7 8 160100 OXX❑ 191 5/8 X 120 18 18 19 4 4 4 10068 XXXX I1 1/4 X 12 12 12 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 10 10 10 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 10 10 5 5 5 12080 XXXX 141- 1/4 X 96 14 14 14 10 10 10 5 5 5 1.6080 XXXX 189 1/4 X 96 16 16 16 12 12 12 5 7 8 -i00100 XXXX 117 1/4 X 120 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 I2 12 5 7 - 160100 XXXX' 189 1/4 X 120 16 16 19 FLORIDA EXTRUDERS LORID- -. INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATI❑N WITH #8 SCREWS ENGINEER: DRN BB DATE, 12 / 21 / 01 ANCHOR NOTES 1) FOR MASONRY OPENING W/TW❑ BY WOOD BUCK USE SAME ANCHOR QUANTITIES. nlsuPuNEp. CIVIL sc"LE' N.T.S. °"G- "o- Ft Ex❑1J27 - R - - REV. LETTER: SHEET. I s FL.EG ND 47182 2 OF 2 J VANGUARD/ FOX & JACOB I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -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 QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS, 3. IT 15 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 JURI5DI0TION TO COMPLETE THEIR SCOPE OF WORK, 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = I'-O ALL I-TXll PLANS ARE DRAWN TO THE SCALE 115" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". ENGINEERED BY VANGARD & FOX & JACOBS HOMES B Y + E N. T E X DESIGN PARAMETERS � 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) DESIGN WIND LOADS - WALLS = +22 , -10 PSF - ROOFS = +20 , -20 PSF (-30 PSF AT OVERHANGS) ORLANDO DIVISION RVIKKIC4111E ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O.. BOX 161613 ALTAMONTE SPRINGS, FL 32716 TNOMAS J. ANDERSON PE, 47819 SHEET INDEX SHEET NO. SHEET NAME C — COVER SHEET Al — FOUNDATION PLAN & DETAILS, WALL SECTIONS A2 — FOUNDATION DETAILS, CONT. A1.1 — FLOOR PLANS A3 — EXTERIOR ELEVATIONS A4 — ELECTRICAL/HVAC PLAN, INTER: ELEVATIONS, PLUMBING RISER DIAL., ELECTRICAL RISER DIAG. A5 — LINTEL DIAGRAM & TABLES A6 — FLOOR & ROOF TRUSS LAYOUTS (NOTE: SHEET A6—A.1—'A' GABLE DETAILS A6.1 — STRAPPING SCHEDULE S1 - GENERAL NOTES & DETAILS S2 — CHIMNEY, STAIR, & REPAIR DETAILS S2.1 — STRUCTURAL STAIR DETAIL S3 — OPT. CVD, PORCH DETAILS, OPT. STAIR RAIL DETAILS rI H m o � E s>a _ CC E °F Psi W es5 g�F€ LL Cc.q �E designed by: nL " drawn by. dmw design checkedby. awry date: 01-22-01 - sheet g C of: t 1/2" DRYWALL DOUBLE 2X- TOP PLATE — V2' DRYWALL OVER DO FURRI 5 OVER R-5 IN9UL- WINDOW UNIT 3-1/2" CONE. SLAB W/FIBERMESH OVER OVER 6 MIL VAPOR BARRIER OVER TREATED, COMPACTED FILL —. FIBEF;r A SHINGLES OVER 15• FELT OVER lA6' 055 OR 1/2• CDX WOOD TRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT P.T. D(2 OVER D03 CDR OVER 2X6 SUBFASCIA W/ CONT. ALUM. VENTED SOFFIT - DBL. 2X8 HEADER FOR 4'-6' MAX. OPENING, DBL. 2X10 HEADER FOR 5'-S" MAX OPENING UHO. -WINDOW UNIT -2X WOOD STUDS - 16" O.C. W/ R-II INSUL -1/8' STUCCO ON M. LATH OVER 15• FELT OVER 1/16" OSB. OR 1/2' CDX -2X BOTTOM PLATE ON 3/4' TOG PLYWOOD 2X4 CONT. BAND BOARD FLOOR TRM STRAPPED AS SHOWN ON TRUSS LAYOUT R-F3 INSUL.- 1/J' DRYWAL DOUBLE 2X TOP PLATE 2X4 BOTTOM PLATE OVER 314" T 4 G PLYWOOD — FIBERGLASS SHINGLES OVER W FELT OVER T/ib° OSB. OR 1/2" COX WOOD TRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT IX2 P.T. OVER Dc8 CDR OVER.2X6 SUeFASCIA W/ CONT. ALUM. VENTED SOFFIT DEL 2X8 HEADER FOR 4'-6' MAX OPENING DBL. 2X10 HEADER FOR MAX OPENING WHO. WINDOW UNIT 2X - WOOD STUDS a I6.O.C. W/ R-it NSUL 1/8' STUCCO ON MTL. LATH OVER 15• FELT OVER 1/16" 0-SOB. OR V2• CDX FLOOR TRUSS STRAPPED AS SHOWN ON TRUSS LAYOUT • IR' DRYWALL —LINTEL BLOCK W/1 5 BAR 2X P.T. Sift DBL. 2X -TOP PLATE PRECAST WITH (1) • 5 PLATE W/ 1/21X8" DBL. 2X8 HEADER WHEN 6 FT OR GREATER A.B. 32" O/C FOR 4'-6' MAX OPENING, DBL. 2XIO PRECAST CONC, SILL 3-1/2' CONC. SLAB HEADER FOR 5'-9" W/FIBERMESW OVER MAX -OPENING UH.O. HAS. FINISH OVER OVER 6 MIL VAPOR WINDOW WIT CMU BLOCK W/5 DOWELS BARRIER OVER TREATED, • SHOW LOCATIONS ON FOUNDATION PLAN COMPACTED FILL 2X - WOOD STUDS - I6.O.C. W/ R-11 INSUL. c GRADE. GRADE z 3 • 5 BARS 20" 20n 3 • 5 BARS WALL SECTION - FRAME OVER CMU WALL SECTION - FRAME WD TWO STORY VJC TWO STORY - TOP PLA 1/1' DRIIUALL OVER DQ FURRING OVER INSULATION — 3V2' CONC. SLAB W/ FIBERMESW OVER 6 MIL VAPOR BARRIER OVER TERMITE - TREATED, WELL COMPACTED FILL C FIBERGLASS SHINGLES OVER 15• FELT OVER -IA&* 055 WOOD TRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT P.T. IX2 OVER 1X8 CDR OVER 2X6 5USFA5CIA W/ CONT. ALUM. VENTED SOFFIT -DBL 2X8 HEADER UNLESS OTHERWISE NOTED ON PLAN -WINDOW UNIT -2X WOOD STUDS a 16" OIC. -1/8" STUCCO ON MTL- LATH OVER 15• FELT OVER 1/16' -2X BOTTOM PLATE CN 3/4' T4G OSB. 2X4 CONT. BAND BOARD - FLOOR TRUSS STRAPPED AS SHOWN ON TRU55 LAYOUT LINTEL BLOCK W/I • 5 BAR LINTEL SCREEN MASONRY FINISH OVER CM BLOCK CMU BLOCK WA BAR - SHOW LOCATIONS ON FOUNDATION PLAN C^ GRADE 3 • 5 BARS 20' WD WALL SECTION-® FILLED CELL -TWO STORY STEM WALL - SINGLE LINTEL 3\- CONC. SLAB W/TIBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FlLL CMU h I ( GRADE 3 / 5 BARS 20' �1 MONOLITHIC SLAB - CMU G TWO STORY 3 1/2' CONE. SUB W/FIRERMESH OVEN 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FlLL VAR1 3 � 5 REBAR T. 1O' 10' AA DEPRESSED SLAB BEARING® GARAGE TWO STORY 3\- CONE. SLAB W/FIBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 10' 1 10" \-3 / 5 REBAR B THICKENED SLAB W BEARING WALL TWO STORY 8x8 LINTEL FILLED W :. (U•5 COW. it I 1 VERTICAL REBAR 5EE PLAN SINGLE COURSE LINTEL 3/4'=1'-D- 3\V CONC. SLAB W/FlBERMESH OVER 6 MIL YAPOR BARRIER OVER TREATED COMPACTED Flll 1 A 5 REBAR CONT. GRADE X THICKENED SLAB NON BEARING ENTRY - CONE. PATIOS NON LOAD BRG. WALL 1 / 5 REBAR CO. AIL 3 1/2- CONG W/FIBERMESH OVER 6 MIL a VAPOR BARRIER 'OVER TREAI l . COMPACTEDCTED FlLL n DEPRESSED SLAB g- Z NON BEARING ® GARAGE \\ ( 5 HORIL BAR CHAIR BLOCK CHAIR BLOCK UNDER FRAME CORDER BAR 7 MIK LAP I W/ STD. HOOK-7( • 5 BAR I CMU CONE. FILLED TOP COURSE WA•5 LBR LINTEL BEAM REINFORCING FOUNDATION DETAILS & WALL SECTIONS — MONOLITHIC SCALE 1/4- = 1'-0- NIKKICiqNE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE% 47819 MAXIMUM SPACING OF FILLED CELLS INCROUTEO CELLS THAT CAN RESIST A 100 MP.H. LOAD DESIGN WALL PRESGURE T = 22 P5F MAXIM" ALLOWABLE TENSION ON HOLLOW CORE WITS 15 25 PS]. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIE5 8" PARTIALLY E-ROUTE13 WALL = 95.43' ((1ASONARY STRICTURES AC.Q M = .1-1 /E. 5 WL•LXI2/ 8XT = 95.43 , 1 = 10.4 FT. USE 8'-0' HGRIZ. SPACING - 9'-4' CEILING MAX. (F5 = 1.31 USE 6'-O' HORIZ. 5PACIN6 - 10' 0' TO IZ'-8' CEILMIE MAX USE 6'-0' HORIZ. SPACING - 12'-8' TO 18' CEILING MAX. a ADD LINTEL W (U a5 CONT. 9 91-4' NOT. (-/- 8") THIS STRLLTURE HAS BEEN OESIENED TO MEET OR E>E-'EEO THE HO M.P34. 9 SECOND EU5T5 WIND LOAD REQUIREMENTS OF THE 5TANDARD BULDIIG CODE 2001. vJ J J �-- Z UcLwo =Z0E— J-ow ZC)< �DZ< LL O LL- "'I If $f8E F- 2 gig five 5 mom �aE /W �4 `/ €€Q] :111 t reNsloru: a.r: amn er. os-ass osor� designed by. N drawn by- dmw design checked by. aww date: 01-22-01 sheet Al of: I ANCHORAGE TAPCON: BLOCK TO ExT. FRAME SHEAR STRENGTH CONNECTION (TYP. SPACING) TAPCON: 3/16" 0 12" 0 EXP. BOLT: 1/2" @ 48" 0. SHEAR STRENGTH OR ANCHOR LIGHTWEIGHT K3/16" EMBEDMENT HOLLOW BLOCK 1-1/2" 846 LBS. „ 1-1 2" 1075 LBS. F- Z J-BOLT: 1/2" 0 48" O.C)K TEST REPORT #, 150-20068/ 0 PROFESSIONAL SERVICE INDUSTRIES, 1NC.SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL INFORMATION ' W EXPANSION BOLTS: RAWLS H u Q Z D 0 Szs c 5 . DETAIL DENOTES PIPE 3?® PASSING THROUGH STEM WALL ig DETAIL DENOTES PIPE _ SLEEVE SHALL BE PASSING THROUGH FOOTING ROUTED SOLI 2 SIZES LARGER THAN Lo G� t GROUTS PIPE PIPE, PASSING THROUGH SLEEVE SHALL BE CV SLEEVE 2 SIZES LARGER THAN _j Ps. PIPE PASSING THROUGH W �a s O s THIGKENEE) m . SLAB UNDER i 11heiegF - SEE FOUNDATION PLAN Etas FOR REBAR QUANTITY r=PEE ss� °5 REBAR WITHIN FOOTING CONCRETE FOOTER W/ 25" MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) aaMb TYPICAL FOOTING DETAIL designed by: nl drawn by dmw design Grecked by. aww data. Ot-22-01 sheet: 4 A1.1 of: PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH' DISTANCE PULLOUT SHEAR RAWL—BOLT GROUTED MASONRY 2.5" 1/2" / 1.5" 761 LBS. 1765 LBS. RAWL—BOLT CONCRETE 3" 1/2" 2.5" 1831 LBS. 2537 LBS. 6 F SH-25 SH-25 (+22/ -24) (+22/ -24) EGRESS II EGRESS---_1_RTs N II U li W.I.G. 11 Ii II VFAT afl s y m CARPET RR 11 IMP I BEDRM "3 BEDRM °2 III �A 11; w RAT afi .",,11 B' RAT 0.Ca - ;1 CARPET RR pi B' CAF�ET RR !L____._.=—_.a 68 1R15 12._0 5 81G e 8'-II 1/2" _ 2'-0" 3'-2' 1'-111R' CPT. MAY 6080 &fqD 166E 1668 1 aE L BAT B'RATQ k • BATH KG. VMriR S B' Rdi 7668 7668 �;: ' TO Pe O a•-5 I/2' CITT WALL 511a1ER Y C G11T WALL 3'- FOR TUB N 9 ,., 4' TO 3'-0' FOR — L 3'-II' 3'-9' II' -II IR — TUB DRANLIE MbB = r ' 1-R 15 2X6 L. \�.'�' NOTE: AIR HANDIER TO HAVE 0 0 -_'---=60. BI. -- - - MIN. OF 4" CLEARANCE ON �O ALL SIDES AND ENCLOSURE SPACE SHALL BE MIN. 12" C WIDER THAN APPLIANCE 9 � BEDRM "4 Io MASTER BEDRM OPT. GAMERM WFLAT CM F RAT aG CARPET PLR CARPET RR 15'-3 1/2' 3'-2' 20'-4 1/2' C v EGRESS 4,4 V 7X4 M. COL. a St 4x6 W. COL" SH-25 SH-25 -24) SH-25 (+22/ -29) 9 O (+22/ -24) DBL-25 (+21/ -28) _ Fi�m EGRESSE- v I 12'-4" PARTIAL FRONT ELEVATION "B' • MA5TER BEDROOM AR11AL FRONT ELEVATION "B' a ENTRYWAY WDW. SEAT (2)DOp 51P {ORiV DBL-25 m' 0513 RRCN PLATE (+21/ -23) ux con SEAT 304D F.G. T-10° Y-I0' (ELEV. B ell,ONLY) T-0' (+22/ -29) PARTIAL 2nd FLOOR ELAN 11511 � SCALE . 44m - 1'-0" SCALE = 1/4 1'-0' NOTE: EXTERIOR WALLS WERE VERIFIED SifIGIENT FOR SHEAR LOADS o DDOUBLE2-I'x 10" MLEESSR' NOTED OTHERWISE NOTE: ALL INTERIOR WALLS TO 13E 3 1/2" NOTE: LEGEND LINLESS OTHERWISE NOTED. SEE FOUNDATION PLAN FOR NOTE: ELEVATION "A" SHOWN. FILLED CELL LOCATION. 8-0' AFF. BRG. WALL ENGINEERING (407) 774-9003 vex (07) n4-8477 F.O. BOX 161613 ALTAMONTE SPRINGS. R 32716 THOIMS A MOERSON PEf 47819 4 VTB EM IM•_P 0 SH-23 6'-Bk6'-0' SH-25 O -0 (+22/-24) COU PATIO 6-0 X 5-8 5G (+22/-24) /24," (+22 I ❑° ❑° ! ' (+21/ -23) AT OPt. FP. R FBAPLACE RAT 1FAQT}I -121 S87 a P OV C40AUZ """�''"� I KITCHEN o NOOK O W RAT I ° w RAT aG A j n ,Mh'L FLR VMTL RR F I LY RM I O ';T a) aar a� a `1.�`I RR H d K 1 VENT- SUELVBYa--f�fi.- ---- I 3' 6TACK � C 7865 I ±1 g II dk+ LAUNDRY B' RAT CLG. , _ 1I o me rr¢� IQ ��� Au / A VINYL RR 1 II o;n 1 1%B `9 KT. 5G ' 1 II Y i WG BRC WALLS 2-CAR GE DINING f�1 I'3'-°-B'01 B CONC H.RAT 8'Ra6 I1 CARPET RR M I' 20'-0 3/&' .. m _ mm K m 3 a 9 S R' HIGII 5TOP WAJ L BW,. WALL v 9 : BRA WALL � I _ 'O j 1 1 LIVING RM a I i 1 V RAT CM CARPET RR 8 i If' X 4' O.H.D. (+19/ PRECAST 1 LINTEL W1(1) 5 Ei PANEL ( 1/ -23) tit of �I DBL-25 (+21/ -28) 2'-10' T-8" 16'-0' a STAI21NFO12MATION ry 8 HEIGHT: 9'-4" LENSHT: il'-8' RISERS: 15 6 -1 112" EACH TREADS:.14 @ 10" EACH 2509 5TAIR $ RUN DETAIL I� N '.' ( NOTE: SEE STAIR DETAIL IN STRUCTURAL SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.) f HB 50. FT. CALCULATIONS Ist FLOOR IOFi2 # 2nd FLOOR 1441 d1 TOTAL LIVING AREA 2509 0 LANAI 0 # ENTRY 15 # OTHER J` O s GARAGE 421 >� TOTAL AREA UNDER ROOF i # PATIO.-::- _TOTAL AREA-'.<- Sta ?i=aa MR LLJ v Fs€'S fat r�ss Q �5 `� B8E5 p if Ln ;r : N Hit ti M m designed by nl drawn by. d— design checked by. eww date: 01-22-01 sheet: A2 Ot F E _ i 9'-43h' 2nd FIN FLR TRU55 BEARNG loss ff MEN FMISN fl.00R _ _ F FMISH GRADE ROOF PITCH I t ---...-.._ --- TEXIURM ------------- FMISN f EF1 FMISH FLOOR FMISH GRADE LEFT I1) SCALE = IV- 1'-0" EI v_ TRUSS BEAPoNG 9'-4�4' TRUSS BEARW. B'-0' TPo155 BEAFJ% 0'-0' FMISH FLOOR AI � SILL FRONT ELEVATION 13' SCALE V404-0' Roa PITCH 5 [REAR -ELEVATION SCALE = 4e"- P-0' - o w Q� J mjLL U) ei O O) O � NOTE: TOP OF CHIMEY TO BE AT LEAST 3' ABOVE W aMST POINT 07 WERE R PASSES TV6d1 ROOF Mm AT LEAST 2' W.WER THAN o MY PART OF THE ROOF OR BUILDCY WTHM W HORIZONTALLY. EE c �+ o, ?mm z y, o a W v c m -SCORED STUCCO Sa� , s f"' a --OPT ra3Aru uR+Dow 2 sa - -- - ------ -- ---------------- --- C7 a8e --------------------------------------------- --- cr 'e TEXM_ Sgg�� t1ASONRYNW o - FMISH --------------------------------------------------- RePT z $� 5IDE ELL arn CIS SCALE _ HIV= I'-0" (D gad � flat N jjjj revislo :: eac tr q - of-ooa3 d-igned by: nt i drawn by: d— des gn h ck d by.7 I date: 01-22_01 Sheet- MRRICANE A3_g ENGINEERING ®P 6�� 6� / 0 I � I I I I I 1 - - CEILW. FAN PREWIRE(OPTJ Ij II CEL4G FAN FREWRE(OPTJ 11 i 1 '—r"•`.• . V V. ( 1. - -- d1A5E / / '•III 30 ? us 1 95 .0 �7----\ CFM 7---,\ 6L STRIP 1 \\ I V ell, —rt1�i AN-1 (. e / / Ba 6 IF+1 - - ----- 3 1qp \ �____ _ / .\ 'a X D, 10 X 6 7 ear CFM CPM C TO DOUN`TAIRS --------' >\ Iz. L 7 23 r5 CFM �\CEILPG FAN (STDJ V ' CEILFG FpN (STDJ - SCALE = 1/4" = I'-0" INA IRA����. KITCHEN A KITCHEN B KITCHEN C SCALE- Ih'=I'-0 5CALE-'q"=I'-0' -SCALE- Iii =I'-0• 2'-6•x3'-0° p 0 o UC TUB BATH D BATH E POWDER RM F SCALE-14'=1'-0• ` - SCALE- 1,4'=Y-0' SCALE- I�'=I'-0• INTERIOR ELEVATIONS L r TUB/SHC 4•• Cs• qp DUPLEX REC. ® EXWMT FAN ++�+� 230 VOLT REC ® '%ioa DETECTOR oU� WATER PROOF MC STOKE DETECTOR (WALL MOU4T/ w� GROUND FAULT. RE C. • �A fl. 7ELENSICN K 6WTC44M REC. O ANCTIGN BOX fLr DISCOFNECT F--i FLUORE5CE14T FIX `C) FLOOR OUTLET - TRACKLICNtMG S SWITCH S' 3 WAY MTC14 ROOD LIGHT S� 4 WAY SWTCN ¢ MCA D. CEILMG FIX "0" POWER BUTTION '#'RECE39ED LKaVTf - -s DOOR BELL CELRG FAT PREWVE I,J- L*W (VAPOR PROOF) I ` ` 1-t ),AS OPT. COACFILIGNT OPT. COAOHLIGNT vJ Q Q ago Q (n W U U Z_ w m CWC C J J J W W a lst age ELECTRICAL SCALE = 1/4" = V-0" = s'o i I .. IVY VTR - - - E U I ssi , LAV LAV - ICA 2' VTR _ wc. 3" 2" TUB ENGINEERING 3'. WL. CCMB: W.V E Y IVI 3' TUB 2• Y.S. 2, 3• � r - 2. .inn 3izz 3 LAV 1 I!1• hI 2509 PLUMBING RISER R 2 / 0 SER CABLE �w METER 9 R E Bl3 T1199 , E0 A mO _ DRYER IV3 W3 - - _ - PALL SMALL APP. 12/2 W3 - LKHTWG CIR Wn4 W9 •4 BARE - Cm. tf) �� a N E 1 �_s 1 mvisions::::: - o3maT o3.oiea designed by. nI drawnby-c desgn checked by. aww date: 01-22-01 sheet. TOM 03 A4 8•GRotto ROD �ZSOq ELECTRICAL RISER DIAG./ISO' A 4 WI ElV 1 - Of_ QUANTITY EQUIPMENT TO 2 1 Rk*E 40A 21P B loom 2 I DRYER 30A 3? 10 We 1 DISWTASFIER 20A IMP '12 U00 I REFRKERATOR 20A LP 12 540 11' DISPOSAL 20A bP 12 540. 1. 1 WASHER `20A W - 15M 2 2 '. STALL APPLIANCE 20A UP - 12 30M b b LV.44tM - 6A IR 14 bim I 1 GARAGE DOOR OPENER 15A I/P 14 500 .I b PADDLE FANS (Ib) UP 14. 500 SUB -TOTAL (WATTS) 30,480 1 at 10;000 WARS ATOM - 100W WATTS . REJUPOER 40% � 8,016 WATTS AC: 3p00 WATT5 TOTAL 3OW WATTS, 21152-740 WATTS - TOTAL LOAD MPS W13 AMPS .. SERVICE SIZE. 50 AMPS 0 A t4R,ST- AfTf2509 LINTEL SCHED. t— LINTEL NO. LENGTH TYPE COMMENTS L 1 Il'-4' M 8FIB-IB/IT ALLIED LINTEL: A-13 L 2 , 8FllE,-IE3AT ALLIED LINTEL: A-5 L 3 8FIB-IB/IT ALLIED LINTEL! A-5 L 4 4--6' 8FI6-O9/IT ALLIED LINTEL: A-3 L 5 -1'-E3" 8FI6-IB/IT ALLIED LINTEL: A-5 L EI 4'-6' 8FI6-OB/IT ALLIED LINTEL: A-3 L -1 4'-6' 8FIE3-OB/IT ALLIED LINTEL: A-3 L 8 4'-6' 8F12-OB/IT ALLIED LINTEL: A-3 NOTE: LINTEL LI MAY VARY DUE TO HEIGHT OF GARAGE FLOOR MINIt-UM DEPTH TO HE IB'. 8FI6—IBAT 8FI2-18/IT 8F8—IB/IT LINTEL SECTIONS -5 REBAP AT TOP MIN- (I) RFOU 1-112* CLEAR Lo 0.- A A ps ul O� TR F FILLED LATH GROATU LWILLED 0111,1� El F 115, REBAP AT BOTTOM OF LINTEL CAVITY F 0 a ., —�5 ESAR AT BOTTOM OF LINTEL CAVITY 8F16—JB/lT BOTTOM REI.FORI--I!,E, L E PROVIDED IN LINTEL NOMINALW'.j EaAxnTy OF #5 8" NOMINAL WIDTH (VARIES) NOMINAL HEIGHT—] REEAR AT TOP x TYPE FIESIENATION w z 4 6 0 w . 0 TU . c bi � oii u 0 ! I I EEeA LL UI ZSz w �c 21>: Nid ASfEE C) LID 04 11H film fees 1 2509 LINTEL DIAGRAM (GAR. RT.) SCALE: N.T.S. HURRICANE ENGINEERING d-lg-d by .1 di —I by. dmw design data: 07-22-0t sheet: A5 0 2003 of: NOTES. CAST-CRETE SAFE LOAD TABLES MATERIALS L FOR GRAVITY, UPLIFT & LATERAL LOADS 1. ft precast lintels = 3500 psi. 2. ft prestressed lintels = 6D00 psi. 3. ft grout = 3D00 PSI w/ n��XnlulD 3/8" aggregcate. 4. Concrete masonry units (CMW per ASTM -C90 w/ minimum net orea camFx-esslve strength = 1900 .psi. 5 R bor provided in precast lintel per ASTM A615 GR60. Field retsr per AST A615 ER40 or BRb0. 6 Prestressing strand per ASTM A416 grade 210 law relaxation. 1 l/32 wire per ASTM A510. 8 Montar per AST C21D type M or S. BENE2AL NEITES I. Provide full mortar head and bed joints. 2 Shore filled lintels as required. 3 Installation of lintel must comply with the architectural and/or structural drawings. 4 Lintels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and routing. S. All lintels meet or exceed L/36D vertical defection, except lintels IT-4" and longer with a nominal height of 8" meet or exceed L/180. 6 Bottom field added rebor to be located at the bottom of the lintel Cavity. 1 l/32" diameter wre stirrups are welded to the bottom steel for mechanical anchorage. 8 Cast -in -place concrete may be provided in composite lintel in lieu Of concrete masonry units. 9. Safe load ratings bused on rational design analysis per ACI 318 and ACT.53D SAFE LEIAI7 TABLE NEITES I. All values teed on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 2CI% if bearing length is less. than 6-112". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Sofe loads biased on grade 40 or grade 6D field rebur. S. Additional lateral lood.copoclty can be obtained try the designer 11y providing ❑ddional reinforced masonry above the precast lintel. 6. Ore #1 rebor may be substituted for two #5 rebars in 8" lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by Calrulabng the maximum resisting moment and shear at d-awoy from the Face ,of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units. of pounds per linear foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4-1-4- GRAVITY rTPE LENGTH 2 RF3a �E' uzrs-le BaFl+l Brzrzz-1 I 4'-4" (52") PRECAST 1489 1591 3053 2982 4929 9904 68M 1021 3M2 4982 1941 9416 10814'-6' (54') PRECAST 1351 14494481 F54- 5315 6264 I102 3412 49821941 9416 10818 S'$" (68") PRECAST �5 83? 1602 1550 25563015 3585 1153' 2162 4o14 6516 5814 683I 5'-ID(lD")PRECI.ST13.aT19 1500 1449 2400 2816 B352 1103 2051 3811 6412 6516 5450 B411 6'-8° (8D") PRECAST 02Z 901 16T 2933 2SI6 3223 3812 4522 901 16T 2933 4100 6130 Bill 6101 l'-6° (9D') PRECAST _Sl61 rm �� 1958 2451 2944 3439 �4 13T 2329 1 3609 5492 6624 5132 9,-8„ nib") PRECAST 311 420 834 1253 1 1011 1342 1614 1886 535 928 1491 2119. 2618 9591 2015 8" PRECAST W/ 2 RECESS DOOR U-LINTELS ►R�r UPLIFT LATERAL T7.� aras4T ea>;o BRF144T ewFIB-1T NFzz Bru26a 1 e12116 81116 (52°) PRECAST 12" 1513 2413 326 O 4112 4961 5825 932 932 1244 1519 2339 310 4005 4850 509B .(54") PRECAST 1192 Gal gal 3121_ 3991 4156 5511 853 853 IR2 1455 2240 3036 3831 4643 5453 (68") PRECAST 9241 1112 1195 2423 5055 3689 4325 Sol Sol 924 1132 1141 2351 2918 3503 4230 (10") PRECAST 696• II38 1142 2352 2965 3581 4198 469 469 a9b io99 1690 2288 2891 3491 4106 (801) PRECAST T8 882 Isis 2042 2513 3101 3542 b� uou :18 956 1468 1981 2509 3035 3563 (90°) PRECAST ""^ 69l 1325 1810 2280 2153 322-1 110 941 658 849 1302 1162 2225 2690 3151 (1161) PRECAST 533• 433 808 1123 1413 1104 1995 516 H 614 533 521 IOO9. 1369 I120 2OB8 245D 'REOLF-E VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS cCRm GRAVITY LENGTH TEE �� BFB-0 Z 6Ffi-IH BFR�B 8F164B 20-1 BF24AE 5F28- BF324B 2'-10"(34") PRECAST 230 3166 4413 fiO3i -525 9004 10412 11935 3166 4413 6039 1526, 9004 10412 0936 3 15' (42") PRECAST 230 313E 33T 4689 60a. -615 86� 'R4I 3166 4413 6039 1526 9004 10412 11936 4'-0" (48"J PRECAST 2D 2496 3461 4438 5410. 6384 13S8 MS 2646 -4413 Efl31 1526 9004 IG412 11936 4'-6" (54") PRECAST 1651 n8l 19131 2651 1 3403 1 4149 4895 5644 21-U 402-11 5039 1526 9(304 113412 9668 5'-4" {64") PRECAST 1184 1223r21111 009 2311 2826 3336 3846 1665 SaSI 5096 5400 5424 1450 5'-ID"(1D") PRECAST 912 1000 1414 1889 2304 2121 3i31 1459 4144 5458 4431 5280 5122 b'-6" (18") PRECAST 93l 1255 3253 2146 3358 3±11 4585 1215 3396 526a 1134 8995 6890 l'-6° l9D") PRECAST 16l1029 1029 2305 1994 2439 2886. 3333 2610 3939 SS% 6613 5041 9'-4" (112-) PRECAST _ 513 632 1049 1469 1210 1482 1154. 2021 l68 1212 1818 2544 3469 4030 3121 ID'-6"fi26°) PRECAST 456 482 802 1125 9i5 1122 1328 EBB 658 1025 1514 2081 7114 DIM 2404 11'-4" (135") PRECAST 445 598 935 1355 1554 2355 1193 2O15 598 935 1365 1854 2441 3155 4044 12'-D"044") FRET -AST 414 545 864 1254 1589 2014 I5n0 1818 555 864 1254 1693 2211 2832 3590 13'-4"(16D') PRECAST 362- 126 1028 1331 WM 1224 1415 149 I01fi 1435 1855 2343 2420 PRECAST 338 648 919 1190 1462 1081 1260 100 1003 1335 I114 2153 2666 14'-8' (nEO PRE5TRC-SSE N.R. r42O NR NR NR NR NR NR l65 1310 2045 %10 3185 3165 lss4' (184") PRESTRE5 N.R. NR NR NR NR NR . W 595 12M 1855 2310 2890 34111 (208")F'RESTRESSE N.R.310 NR NR NR NR NR NRIl'-4' Sao 950 1400 1 1800 2200 2600' 19'-4" (232') PRESTRESSE N.R. Nit NR W NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4" (256") PRE5TRE55E I N R. NR NR NR NR NR NR MR 183 330 610 940 040 1-180 2110 22'-0"(264')PRE5TRESSE N.R. NR NR NR NR NR NR NR IZ0 510 810 1250 1660 1910 Z4'-❑"(Z80')PRE-STRESSE N.. R NR NR NR NR NR NR NR e0 24a 4l0 l20 1030 1350 1610 4-1-4- UPLIFT LATERAL TYPE LEN6TH 8FB-IT 8=12-1T 8F1E IT -Fr BF24-ITIBF28,-[T-R BU8 81`8 8FB-2T BR2-2T IS2r $]- 24- 2'-I0'(34') PRECAST - 2121 2810 4101 5332 1811 9055 2021 20 21 2121 2184. 3981 5190 Gfi569 401 1630 8B61 3'-6" (42") PRECAST 2165 2289 32ro 42zn 5219 6204 1192 1251 1251 2165 2215 3165 4125 5091 Bou 1035 4'-0' (48") PRECAST 18-6 1989 2832 380 4532 5381 8245 938 938 1818 1925 2� n553 4422 5264 &RD 4'-6" (54") PRECAST 1660 rffi2 2501 3251 4010 4%1 5525 lZl lZl ISEO I105 2435 D11 3113 4658 5405 5'-4" (64") PRECAST 6%1' 1484 21111 2141 3315 4004648 - 505 SOS 1313 1431. 2050 2610 =3120 4949 PRECAST 1212• 1351 1933 2505 3084 3665 4241 418 418 1212 1315 IB'15 2441 3010 3583 4151 5'-6"-(l8") PRECAST 1141• 1200 1133 2250 2169 3290 3812 101 881 1141 1182 1684 2192 2n03 3215 3a2 l'-6" NO") PRECAST 2,*912 1415 1914 2354 2191 3240 591 651 990 I O29 1486 11.1 2351 2191 3245 9'-4" (112") PRECAST 801• 612 580 12E19 1560 1852 2144 454 630 801 -155 1192 1550 19O 2211 2634 10'-6"(126") PRECAST 116• 498 193 1021 1251 I496 1131 396 493 11E. 611 1039 n3B9 -' 1111 2034 2358 ll'-4' (I$ ") PRECAST 666• 439 696 899 1104 1309 515 363 556 666 535 905 1295 1595 1895 2198 I2'-❑"(144") PRECAST 601• 400 531 816 1001 1186 1312 340 494 654 485 818 1209 1514 I199 2086 13-4"(16D") PRECAST - 500• 340 532 685 841 99l I153 302 398 513 404 682 1004 n361 1631 1891 14'-0"(168") PRECAST 458•: 316 493 635 118 922 1065 286 36O 548 318 529 9721 1254 1561 1816 14'-8"(Il6") PRESTR­ 243 295 459 591 124 851 990 N.R. 351 243 352 582 852 1 USE, 1491 1142 IS'-4"(1849 PRESTRESSE 228 2n8 43D 553 fill 801 925 N.R. 321 220 329 542 191 b12 1381 1616 IT-4* (208")PRESTREY�E 188 236 361 464 561 6u 1-14 N.R. 255 188 216 449 649 814 1121 1389 19'-4° (232") PRESTRESSE 165 gal , 313 401 490 51B 66l N.R. 204 165 239 383 550 136 9411 Fr30 , 21'-4"(256')PRESTRESSE 145 185 218 35S 433 512 590 N.R. Ill 142 212 HIM 4T 6$ 801 943 22'-0T264"}PRESTRESSED 140 180 26B B43 418 49EI 568 N.R. 161 131 205 3Z2 451 60l 111 94l 24'-0T288")PRESTRESSE 121 155 1 244 1 912 1 380 4•il 15 N.R. 135 124 186 290 4a8 53B. 680 .5 'REDUCE VALUE BY 25% FOR ERADE 40 FIELD REBARI wnTFI�" I ALLIED LINTEL TABLES MATERIALS a INSTALLATION 1. rebar in precast lintel 6RBO per ASTM A615 2. rebar in poured beam GR40 per ASTM A615 3. ft for preco5t lintels-=40DOps1 4. ft for field concrete=3000psi 5. concrete masonry units per ASTM C-90 mortar per ASTM .F-2-10 type M or S 6. calculations try: Richard D: Newman, P.E., Riddle -Newman Engineering Inc. 1. shore all composite 1lntels 4° O.C. 8. all composite beoms calculated with I#5 in tap of beam 9. safe lauds [lased on nominal 8" bearing (4" minom". 10. oil loads shown n pounds per linear foot It. for 12ngthen not listed use next longer length for safe load FIELD REBAR -A '. "5rR40 Q QL CIIA d) Q CONCRETE PILL FIELD REBAR CsR 40 r 1-5/8"ACTUAL ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8" x8" UNFILLED B" xe" FILLED 8"X12" FILLED 8"XT6" FILLED 8" x20" FILLED 8"X24" FILLED -8"X28" FILLED 8"X32" FILLED A -I 2'ID' 6549 6251 10125 I2000 12000 IZODO 12000 12000 A-2 3b" 3838 3858 5231 8552 11440 IDDDD 12000 12000 A-3 4b' 2081 1914' 336-1 4616 6186. : 1269 8601 '9924 A-4 - 5'ID" 1128 1080 1810 2483 3336 3913 4637 535D A-5 1'6" 902 1256 1844 2542 E1294 4029 4190 5522 A-6 9'4" 656 636 1112 1534 1994 243B 29112 3346 A-1, I0b" 489 483 841 II1D 1522 1851 2211 2556. A-8 11'4" SO2 E12 1125 1530 2002. 2455' 29DI - 3389 A-9 12'8" 421 488 900 1224 1604 1968 2360 2121 A-10 13'4" 393 419 114 1053 1381 1692 2024 2341 A-11 140° 342 313 69D 938 1233 1510 1808 2091 A-12 14'8" 308 394 618 842 1108 1352 1624 IS19 A-13 D'4' 212. 285 43B Ell 808 988 1188 1380 A-14 19'4' 250 395 496 850 1138 1408 1698 198D A-15 20TY 225, 365 4-13 184 1052 13DO 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH a"xB" B"x8" 8"X12" 8"X16" 8"X20" 8"X24" 8"X28" 8"X32" LATERAL LOAD UNFILLED FILLED FILLED. FILLED - FILLED FILLED FILLED FILLED .8X8 FILLED A-1 2'I0" 31396 3150 9194 100D0 10000 IDDDD IDDDD IDDDD 4408 A-2 316" 1835 1816 5445 10000 IDDDD IOODO 10000 IOOOO 2992 A-3 4b' 1018 1051 4224 5900 8203 9440 IDDDD 10000 1415 A-4 5110" 5l5 603 2380 3319 4300 5303 6166 1848 111 A-5 lb' 345 1310 1421 1918 2552 3514 3661 4600 661 A-B 9'4' 228 252 934 1296 1665 2059 2542.,- 2941L,423 ' A-1 IO'6" 185 209 156 1049 1341 _ 1662 202-9 23 1 329 A-8 II'4' 303 333 652 911 IIID 1452 IISI 20 8 451 A-9 12'8" 241 282 615 16O 991 1232 I464 169 35l A -ID - 13'4' 253 253 510 103 892 1109 130a I A-11 1413' 225- 324 413 652 - 824 1028 1196 1 S 88 A-12 14'8" 191 218 442 6O9 l69 955 IID6 80L213 2 A-13 11'4• 145 253 E51 483 BUS -155 - 842 l45 A-14 19'4" 184 214 908 420 525 65l 115 6 A-15 2OU- Il4 203 296 405 504 630 680 U N c O i( O a Imi :Ss it �gy9 r W desa e O 'eZ F'• N M J gfaF. W 'ggat€ € e'E: s9s� F gS revisions: doe: designed by. 0 - drawn by. drmv design checked by aww dale: 01-22-01 sheet: A5.1 of_ ai�sr EI U3 EJ5 ROOF TRUSS LAYOUT 'B' N.T.S. VIE• 03B. SHEATHRJG- © 2X4 WD. STUDS 16' O.C. 2X4 BOTTOM PLATE 3/4' PLY10000, mg i „!-_--__� "—®5T((��gqpp CONNECTOG BLOCIG TO FLOOR TIRU55 ® STRAP TIE a EVERY 3rd STUD CONNECTOG FLOOR TRUSS TO 2nd FLOOR STUD F BLOCK TO 2ND. STORY STRAPPING 4-12 PLATE HT. POST 14/2 (GE) @ TOP 1 (1) M I I28B @ BOTTOM XIEO TO BOND SEAM W/ I31A THREADED ROD W/ IINIMUM EMBEDMENT NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS ROOF TRUSS ANGFJORAGE: NOTE, 1) USE (I) TYPE 'C' (OR INTERCHANGABLE TIE) FOR TRUS5 TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OT14EFW5E (UND-) 2) USE (1) TYPE 'A' (OR WERCHMY ABLE TIE) FOR TRU55 TO BLOCK WALL CONNECTION (UrLO.) 3) USE E141,11426-N (OR INTERCHANGEABLE TIE )FOR`ALL J015T HANGER CONNECTIONS (LINO) 4) USE (3) 16d OR (3) J31 x 3 1/4' PASELODE CAN NAIL TO FASTEN JACK TO HIP GIRDER (T45) 5) GABLE TRUSSES REQUIRE (U TYPE 'A' OR (1) TYPE 'C' STRAP AT 4a' O/C FROM CENTER OF TRUSS. 6) ALL STUDS BELOW GIRDER TRUSSES SHALL BE EITHER CONNECTED m/ SIMPSCN SP4 STRAPS TOP AND BOTTOM IN ADDITION TO OTHER STRAPPING ON PLANS. SIMILARLY, 4X4 POSTS REQURE (2)-SP4'e ON EACH END. 4X6 POSTS REQUIRE (3)-SP4'e ON EACH END. 1) BOTTOM HALF OF M7546 TRUSS STRAPS SHALL BE EITHER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR P05T DEPENDING ON ALIGNMENT OF GIRDER AND STUDS OR POST BELOJU SEE POST STRAPPING Fad N Ist AND 2nd FLR PLANS TIC EQUIVALENT MAY BE SUBSTIMED AND NAIL DE5IGNATION5' LUES:N TUATIONAL DE51GH SPECIFICATIONS D CONSTRUCTION FF; fCMJlc - 'NAILS MJD 5PI1�S - L LOAD DE51CaN VALUES5HEAR VALUE (IbeJ 103- 125'I.., FLOOR TRUSS LAYOUT 'A' & 'B' N.T.S. 0-2 HELD BACK 1" 8" IRRICA/ / E ENGINEERING (407) 1Ts-9003 Fes: N07) na n P.O. BOX 161613 h TPMONIE SPRR&—• R 32716 i O0 J. MDERSON PE/ 47619 OC 1521003 U) J w Q D d w wLL:o VDU) LL U) 0 0� 06 OOW OJJ J m ILL Q 0 S as LLL i,p W ss J g:f w_ •n/ E V u � �Q W1 (9 �EF3 c)Lo rP . N [fit dF-P' revisions: aa1•: ara..�1r designed by nl drawn by. dmw design Medced by. aww date: 01-22-01 sheet A&B of: 5,�" I GODEUGT DESCRIPTION LI TIN6�`NGP FASTENERS DS ) UPLIFT LOAD MAX. L/SYP SPF A META18 CONCRETE STRAP SBCCI 9603 (1)ply 14-10dx1.5", 2 I 10-16d — 1500 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 Q 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 4� 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"4 x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28f 67 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 980 700 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 1 14-10dx1.5", 2 I 14-10d — 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 1 I 17-1.Odx1.5", 2 I 15-16d — 1860 00 MTT28B HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A — 445 455 4455 szgs 3 Ing =�a �H8 Q� gaL N € _! W h All; t designed by al drawn by. dmw design WRIUCIME eww ENGINEERING da. 01-Z2-01 •camp ry�m sheet: 2 A6.1 of. lr S 4flA BLOCiKING Q 48" O/C MAX. IN FIRST THREE. FRAMING SPACES 4 96" O.C. THEREFORE FLOOR BRACING AT ENDWALLS WOOD TRUSS STRAPPED AS SHOILN ON TFU55 LAYOUT - (2)2X- TOP PLATE DBL 2X8 HEADER .STRAP FOR 4'-6• MAX TIE OPENING, DBL: 2XIO HEADER FOR 5'-9" TYp- MAX. OPENING UND. 2X- BLOCKING AT MID -SPAN INT. DOOR OPENING- 16" O.C. STUD SPACING FOR INT. BRG. FRAME WALL Q PLATE ANCHOR EVERY EVERY OTHER STUD (TYP) EXPANSION BOLT ANCHORAGE 24" OG.- Q" W/ 10-" NAILS /_• WALL STUDS 4 HEADER c -- • BOTTOM OF HEADER BOTTOM / HEADER (2) 2x10 W/ 1/2" CDX FLITCH HEADER STUDS FULL LENGTH f WALL STUDS NO CONNECTORS REQUIRED Lu J •Q" W/ 10-10d NAILS a BOTTOM OF WALL t HEADER STUD 2x4 P. 41" ATRAP FVFRY OTHER STUD -ROOF FRAMING MEMBER I NOTE + F A BLOCKED DIAPHRAGM ZONE 15 CALLED FOR.ON ROOF (SEE CONNECTOR CHART PLAN PROVIDE 2x4 BLOCKING • ALL PLYWOOD PANEL EDGES 1 SCHEDULE FOR TRUSS NAll.S a 4. OL. FOR BLOCKED DIAPHRAGM ZONE STRAPS) 8d NAILS AT 6' O.C. OR DOUBLE TOP PLATE ad NAILS AT 4' OL, OR, EQUALIVALENT EQUALIVALENT ft IEMATIC PNUEMATIC NAIL AT 1/16" 0513 OR CDX NAIL AT SUPPORTED EDGES 9 SUPPORTED EDGES AND EXTERIOR SHEATHING AND BLOCKING AND 12" Or- 12. O-C. FIELD FOR OTHER NAILED W/ 10d GALV. FIELD FOR SHADED AREAS y OF ROOF AREAS OF ROOF s 4 O.C. EDGES AND . _....- _... 12" Or -FIELD 2x4 P.T. WALL STUD W/ - :��: 1/16. 055 SHEATHING (3)1/2" DIA- ANCHOR _::-> OR In' CDX TYP- 9 BOLTS TO BLOCK J J w m Q iD U:S;r Q` O 4'-0' In P 111. DIA. x 8" ANCHOR BOLTS EMBED 6" MIN- ' INTO FOUNDATION W/ 2'.2'k1/8" WASHERS, 9 LOCATED WITHIN 6" OF EACH END AND 32" O.C. MAX ELSEWHERE ROOF SHEATHING NAILING R S N ,BOTTOM PLATE PATERN DETAIL TYPICAL FRAMING AND CONNECTIONSFOR OPENINGS FLOOR FRAMING BLOCKING REQUIRED: PROVIDE 2X4 F3LOCKING IN THE (SHOWN e 24" O/C) FIRST THREE FRAMING SPACES AT 48" O.C. REMAINDER TO BE BLOCKED AT 96" O.C. OR RAT RUN. FASTENING: FA5TEN FLOOR SHEATHING TO FRAMING W/ WITH Sd COMMONS OR. ad HOT DIPPED GALVANIZED NAIL5 AT THE FOLLOWING 5PACING: I) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING OD STRAP TIE a EVERY 3rd STUD CONTECTING FLOOR TRUSS TO 2nd FLOOR STUD - 2X- BLOCKING AT MIDSPAN.-� 16. O.G. STUD SPACING FOR INT. BRG. FRAME WALL PLATE ANCHOR EVERY OTHER STUD (TYP. TOP 1 BOTTOM) EXPANSION BOLT ANCHORAGE 24" O.G. 1/16" O5.B. SHEATHING 2X4 ILD. STUDS a 16" OL. BOTTOM PLATE O 3/4" PLYWOOD Q 2X4 BAND BOARD /FIX4 I6" FLOOR TRU55 a 24" O.C. TRUSS ANCHOR PER TRUSS PLAN IBWD FRAMING & STRAPP{NG INTER. ERG. WALL DOOR IBU12 FRAMING 8 STRAPPING INTER. SRGs. WALL s FRAMING: 2 STORY WOOD TRUSS STRAPPED AS SHOWN. ON - 2 2 E S I. E E C I ATE ii� FEES -TJ WALL ---�__- i KW fKHMI1VV K J{KHYYIIVV KNEEWALL OVER CMU SSTRADPPED S SHOWN ON TRUSS LAYOUT 2X- BLOCKING AT MIDSPAN - I6" O.G. STUD SPACING FOR INT. BRG. FRAME WALL - @PLATE ANCHOR 1/2"X8• EXP. BOLTS o 32' O.0 - TRU5� 4•-0" (�, WS EXTERIOR WALL SHEATHING WS17 NAILING PATTERN DETAIL 8XSX16 P.T. 2X6 W/ 112" DIAM. "J" CM.U. (TYPJ BOLTS MAX W/ TRU55 EMBED. (TYPJ BEAR P.T. 2X6 W/ 1/2" DAIM. "J" BOLTS 46' MAX. W/ 6" MIN- EMBED. (TYF DETAIL: TYPICAL JAMB FASTENING a OVERHEAD GARAGE DOOR SGALE: N.T.S. 2m 4E5E REQUIREMENTS APPLY WHEN NDOW/ DOOR MANUFACTURERS FASTENING :TROD IS NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AND 120OR5 L) NAIL W/ J09 DIA OR HEAVIER POWER NAIL5 8" O/C AND 3":MAX FROM ENDS TYP. W/ I" MIN. EMBEDMENT INTO BLOCK 2.) AL50 ADD 3/16" DIA. SELF TAPPING CONC. ANCHORS T14RU WINDOW/ DOOR FRAME EIGHT (8) ING-IE5 FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ I" MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW TO SUCH W/ 10 SCREWS MAX 8" O/C AND MAX. 8" O/C AND MAX. 8" O/C FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DOORS fALTERJATIE 1.) INSTALL 3/16" DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (8) INCHES MAX. FROM ENDS AND 24" ON CENTER MAX W/ 1' MIN: EMBED. INTO BLOCK FASTEN WINDOW/DOOR TO PT DUCKS WITH'10 SCREWS 8" O/C MAX AND MAX. 8" FROM ENDS W/ P MN. EMBED, INTO BUCK TYPICAL BLOCK OPENING DETAIL IB FRAMING & STRAPPING__ INTERIOR BEARING_ WALL_ (FOR FT BUCK FASTENING AND 35 PSF R4TMG) 1 NAIL INTO 2 NAILS INTO TOPPLATE rTOPPLA7E ,RE ENGINEERED 1 1 __ ___ OD FLOOR TRUSS '-_r ______ EE a 24" O.G. M " % _2 DETAIL ��i+� DOUBLE TOP nil 2X- BLOCKING AT MIDSPAN - 16. O.C. STUD SPACING FOR INT. BR . FRAME WALL 2X P_T, BOTTOM PLATE EXPANSION BOLT ANCHORAGE a 32. O.C. GtENEFRAL NOTES GENERAL I. LIVE LOADS: ROOF: 20psf FLOOR 4Op5f STAIR: 40psr 2. WIND SPEED 110mph 3- gusts 3. ALL WORK TO BE IN ACCORDANCE WITH THE F13C. 2001 CHAPTER 16, 4- ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE I- ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACT 31B 2- MIX DESIGN CRITERIA: ALL CONCRETE TYPE 1 PORTLAND CEMENT (ASTM C 150) COMPRESSIVE STRENGTH o 28 DAYS SHALL BE 2500 MI. FOR SLAB5 AND FOOTINGS AND 30M psl ELSEWHERE (U-ON) MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS: SPECIFIED NON -AIR AIR - COMPRESSIVE -ENTRAINED ENTRAINED STRENGTH(p.0 CONCRETE CONCRETE 2500 _ 0bl 054 3000 058 -0.46 SLUMP -SLAB ON GRADE' 5" OTHER 5" WATER - POTABLE - CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHTAGGREGATE5 IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. 4. FIBEF31E51-1 FOR SLAB TO BE AT A RATIO OF .15 LBSIYARD- FOUNDATIONS 1. FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 psF. 2. F FOOTING ELEVATION OCCURS IN DISTUR5ED)N5TABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4, STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (U VERTICAL TO (2) HORIZONTAL. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EGBUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RI5K OF DAMAGE TO THE STRUCTURE. - MASONRY= I. DESIGN, MATERIAL AND WIORKIMANSHIP SHALL BE IN ACCORDANCE WIT14 THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACT 530/ACI 530.1 ' 2. CELLS INDICATED TO BE FILLED SHALL. BE GROUTED WITH 3000 psl CONCRETE. (8" TO 10" SLUMP) 3. PROVIDE 25" LAP FOR STEEL a ALL LOCATICINS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SNEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. 5. CONCRETE BLOCKS SHALL CONFORM TO A5111 C-90 (28 DAY STRENGTH 2O00 psU (F'm=1500 psU LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N. 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UND. 1000D 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED N THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED - ALL DESIGN SHALL BE IN. ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3- PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED -BY THE TRU55 MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED. DURING UPLIFT CONDITION 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES: SOUTHERN PINE SURFACES DRY USED AT 19% MAX. M. C. GRADE NO2 OR SPRUCE PINE FIR - SOUTH GRADE NO2 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (HUGHES CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF 1/2' DIAMETER AND 6" IN LENGTH (ASTM A-301) WITH MIN. 1 1/2' DIAM. WASHER UNO - 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS SHOWN, OR F NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 6, ANCHOR AND NAILING AS SHOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 9. ROOF SHEATHING. l/I6" 05B OR 1/2" COX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS 1. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, .SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS. 2. FOR ANCHOR BOLTS. USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH 8d NAILS AT 4" ON CENTER - PRE ENGINEERED WOOD FLOOR TRUSS e 24" OG. MAX. A-2 TOENAIL FLOOR TRUSS TO TOP PLATE W/ 16 PENNY NAILS, (2) ON ONE SIDE, 0)I ON THE OTHER INTERIOR BEARING WALL W/ NO UPLIFT �RICAN' ENGINEERING VA BOx 181813 MiW n: 32]18 n8N4K 1 �St9 ,A •oQ YB CAA �N N IIE,Y■ Q 0 J U) U) W J 0 z w IJ J � W W zz rwW. V f 1'1 EYgggge� ��3s :828 $;o O Rif LO J ZHU w O isYa� C ng€S ga 3' s >• ag�$ revisions: ' Ed ",. ey. designed by: rd drawn by: 7w design UWe .d by a_ date: 01-22-01 sheet S1 Of: r S 17 0 M 0 NOTE: I IR' SPACAJG CLEAR OF ALL FINISH HATLRIALS. II " HARDWOOD 6 36" O_C. 2X6 BRACING 9 BRACKET. 2X STUD DETAIL: NANDRAI L TO WALL q 1/2' 4 2XI2 TREAD L s 24' O.C. 2.4 BLOCKING e EA SIDE (TYP-) \ GABLE F4 I" NOSING MAX. IX& RISER BACKING WALL CONT- 2X4 NAIL TO EACH TRUSS MEMBER ROOF TRUSS CHI — Fr 1 I/if "SOLID ROOF TRU55 OSB OR 1/2" CDX FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY CH1 ICD INTERIOR CHIMNEY DETAILS THE SUM OF TWO RISERS AND ONE TREAD, EXCLUSIVE OF THE PROJECTION OF NO5NG, SHALL BE NO LESS THAN 24' NOR EXCEED 25" NOTE: SEE FLOOR 115" TO 1/2" GAP TYP. PLAN FOR TREAD DEPTH ly w�= nay O � z O 2x12 STAIR STRINGER DETAIL: W STAIR TREAD w w V2' DRYWALL N J, IX12 FIR SKIRT BOARD w 2x12 STAIR 2M2 TREAD STRINGER I NOTE, uiaeR emc>n 2X STUD WALL W PE.W.T. a 24" O.C. - 0513 SHEATHING - FLOOR PLAN s 2x4 CONTINUOUS 2-2X4— 16' O/G l/16' OSB 4 TOP PLATE OC EA. SIDE (TYP.) OR 1/2" CD 2-2x4 TOP PLATE - 2X4 STUDS / l/16" 055 16' O/C OR 1/2" CDX PROVIDE 2x4 BLOCKING 2X4 DI // BRACE 2X4 STUD 2X4 P.T. 16" O/C BOT. PLAT J-BOLTS _ O EA. SIDE (TYP-) AS SHOWN STRAP E STUD W/-B- HURRICANE cm- TO TOP WALL 4 4 130T. PLATE CMU WALL WALL SECTION Q FRONT ELEVATION CHIMNEY DETAIL ECD EXTERIOR CHIMNEY DETAILS CONNECTION N.T.S. 3/4" FLOOR SHEATHING- 16" WOO TRU55E: 2'O" O.0 IXh 2X12 STRINGER FASTENED 0 BOTTOI"'I 4 WEDGED 4 TOENAILED INTO 2-2XIm 0 TOP TYPICAL SINGLE 1 1!t• SPACM WITH DI 2X M]LTO ALLOW 2X4 STRINGER z IRUN 5TA I R DF2TWALL MID WJFZt LEDGER 11.1BOARD NSTALLATION. - -3'-3" _ 2x4 NAILER DETAIL- STAIR TREAD WALL UPLIFT ' OF MTSi6 MIN 10d NAILS MIN.' OF 3/16' FROM TRU95 STRAP" TO PEW.T. TAPGON5 TO CMU MANUFACTURER (SIMPEJON) (EACH STRAP) (EACH STRAP) 0-131 1 1 4 132-1460 2 1 4 THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING (U 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS " CONCRESIVE LIQUID LPL OR EQUIVALENT ") INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELL5 SHOWN ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6" MIN. EMBED: AND 3/4"7 HOLE INTO THE BOND BOTW BEAM AND THE FOOTING IF AN "A' STRAP IS MISPLACED —TOP OF BOND BEAM OR FORGOTTEN AFTER THE POURNG OF THE LINTEL BEAM AT TOP OF CMU WALL THEN A SMP50N MT516 CAN BE SUBSTITUTED FOR EACH MISSED "A" STRAP (TYP UOIL) PLEASE SECURE EACH MTSI6 STRAP FOLLOWING THE ATTACHED TABLE AND ACCORDING TO THE UPLIFT SHOWN FROM . THE TRUSS MANUFACTURER INSTALL ALL TAPCON` WITH 1-1/2• MIN. EMBED. LINTEL BEAM W/ (U 5 SMPSON MT516 ATTACH TAPCONS EVERY OTHER HOLE NOTE: TAPCONS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS MS MISSED "A" STRAP DETAIL WOOD TRUSS -PROVIDE 20 Ga. GALV. FLA54AMG FOR TRUSS TO SIT ON CMU EPDXY GROUT 5 R INTO FOOTING AND BEAM W/ 6- MIN. EI `BOND BEAM W) PROVIDE 25' (U 5 GONi, SPLICES (TYP) FILLED CELL g• CMU WALL--� (I) 5 VERTICAL _TOP OF FOOTER NOTE: EPDXY GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE WT14 THE MANUFACTURER'S RECOMMENDATIONS. MFC MISSED FILLED CELL OE7AIL 24• 5 AT 48" 124•— O.C. PROVIDE (1) 5 AT 48' O.C. VERT. AND (2) 5 _ BELOW EA 1`051` LOCATION FILL ALL CELLS WITH 2500 PSI GONG. ALTERNATE HOOKS IN FND. BRACE EXTERIOR SIDE OF WALL DURING 8" COMPACTION OF THIS AREA 5 0 48" O.G. —� A I SIDE ELEVATION ------------ - 5TAIR AND LANDING DETAIL IRRICANE ENGINEERING ('07) 774-9003 Fd- (407) 774-8477 - 'SoR OR P.O, fi0Y 161613 KTANON7E SP—GS. R 32716 11WW S J.URSON PE/ n819 . SEE PLA FOR O5T SIZE (1) 5 cam. .(2) SIMPSON T522 (243OLb. max UPLIFT) or GIRDER (2) HUGHES RT22112 (2S30Lb. max UPLIFT) or PROVIDE OPEN (2) 5EMCO AD6-2 (34121-b- max UPLIFT). HEAD JT. AT 48" O.C. FOR WEEPS -SLOPNG 2x4 POST SEE GRADE AWAY DOUBLE TOP PLAN FOR QUANTITY FROM HOUSE PLATE 9'nK.—_ III SQL,, CONT. AS - 2•_pp 3' LGLR.RE GOY. - CONT. 9Y 2-- ALL REBAR (TYP.) P RETAINING WALL AT PATIO RW RNOTE: BRACE SIDE OF WALL DETAIL for (2XsG SUBSTITUTION ADEQUATELY SLAB. LAVE BRACES For MAI to GIRDER CONNECTION FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR T DAYS AFTER PATIO SLAB 15 POURED 2gS (1 $'So uJ z8%e �gs F� Jig LO s+Tl2 CV it 61�2. 0 ��u o G �g�fi 5 ;;s = i r! 4. uFT- Wevsons: designed by N dltY dnlw design rawn -. d W checked awev 1 date: 01-22-0T sheet: VL ppp ���4 Of: Y 4 A i HANDRAIL TO HAVE A CIRCULAR GROSS SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE GROSS 3-7- SECTION WITH EQUIVALENT O GRA5PABILITY PERFORMANCE 0 REFER TO FLOOR PLAN FOR STAIR Q SECTION SPECIFIC TO THIS MODEL W 2XI2 STRINGERS AT SIDES 8 CENTER OF STAIRS W/ 2X4. SPACER AT 51DEWALL5. ATTACH SPACER TO _ EACH STUD WITH (2)IOd NAILS. Z m d? r �p /2XI2 TRI°RF �lu m SUM OF (2) RISERS PLUS (1) TREAD MUST EQUAL 24" TO 25" 3/4„ SUB -FLOOR FLOOR TRUSS 2X8 STAIR LEDGER CONNECTED TO FLOOR TRUSS WITH IOd NAILS cub" O.G. ATTACH EACH 2XI2 STRINGER TO LEDGER WITH (2)Ibd NAILS THRU LEDGER INTO STRINGER AND (2)I0d NAILS TOE -NAILED ON EACH SIDE t- th \_ATTA H RISER TO EACH 10 X STRIN ER W/(3)8d NAILS ATTACH TREAD TO EACH STRINGER W/ (3)I0d NAILS TOTAL STAIR RUN MIN TREAD =y�am I1" EXGIL�USI E O��FII N{O�SINO ^^ T�P1r,A[_ 5TAIR, �0N5TRUCT10I� L�)ETAL N.T.S. -11 �8g"s s �a s9- 4s Lo W g�= Y�� c Y�L [F€3 @012 ¢€i> mvi-ns: Ertx —by o}pp} designed by. N drawn by, dm assign dace: o�-zz-0� sheet: S2.1 3 of: F c ;0 RBERaLASS SHINGLES OVER 15- FELT OVER WOOD TRU56ES STRAPPED AS SHOWN OJ TRUSS LAYOUT IX2 P.T. OVER D<8 CDR OVER 2X6 3/8" RGH. SAWN PINE SUBFASCIA OR I!1" E 5 GRADE W/ CONT. ALUM. DRYWALL VENTED SOFFIT SEE FLR PLAN - DBL. 2X8 HEADER FOR STRAPPING FOR 4'-6" MAX. OPENING, DBL. 2XI0 3 1/2" CONC SLAB HEADER FOR 5-3 W,FIBERMESH OVER 3 IR' GONG SLAB MAX OPENING UN.O. 6 MIL. VAPOR BARRIER W)FIBERMESH ON WOOD POST OVER TREATED WOOD POST CLEAN, COMPACTED PER FLOOR PLAN COMPACTED FILL PER PLAN FILL W/ MONOLITHIC WRAPPED W/STUCCO S FTG. W/ 2 • 5 BARS ®-®-® SEEFL® 19 (SEE FLOOR PLAN) FOR POST SIZE GRADE GRADE IV 2 • 5 REBARs THICKENED SLAB AT SCP SECTION © COVERED PORCH_ K BEAR PORCH POST 1-1—41DRAIL GUARDRAIL ELEVATION 2X4 BLOCKING o 24"O.C. TYP. ROOF JCR© ROOF TRUSS (TYP. LATERAL SUPPORT TR-S PER • TOP OF FRAME WALL .(1 VJ TRUSS LAYOUT (2) 12d NAILS TO ROOF TRUSSES) C B 2-2X10 UNLESS (TYP.) —(2) 12d NAILS (TYP-) OTHERW15E NOTED V2" DRYWALL 2 - 2X. TOP PLATE ON FLOOR PLAN W/ 'Q' 32" O/C �l IQ" DRYWALL R-il BAIT INSULATION TYPICAL STUCCO 2- D STRAP TIES O l/8" STUCCO OVER METAL LATH W FINISH (AL TE HATE R/5 CEDAR FINISH) (ONE EACH SIDE) OVER 15• FELT OVER 0.8B. s TOP OF FRAME WALL Q 2X STUDS 16" O/G WOOD POST " PER FLOOR PLAN 2X BOTT. PLATE W/ B. IR•X8' A32" O/C O /� AnA OR(r�tR PLK-1-) INTERIOR AND "Q" 32" O/C PORCH ILII— CONIC. SLAB FOR P05T SIZE( _ L� AT NO�DETAIL W ELEVATION EPP REAR PORCH POST N�EXT�ERIOR �BR WALL o U MONOLITHIC DETAILS SIMILAR WOOD BALUSTER W/ DEC. WOOD RAIL ABOVE THAT MEETS GRASPABILITY CODE C. FIR CAF NEWELL TRIM =__-'� SKIRTBOARD II i (INSIDE) / STAIR CONSTR.IMPERIA! BEYOND WALL / NEWELL PO )OOD RAIL U5TER GAP IALL RNEATH 2X6 HANDRAIL W/PLOWED RAIL CAP ABOVE THAT MEETS GR45FABILITY CODE 2X2 BALUSTER- 2 C. FIR SKIRTBOARD (HANDRAIL OVER) / DEG -P /WOOD RAIL/ / _ y ELI TE I J/ /IX 12 C. FIR SKIRTS Y STAIR CONSTR !! a ./ PAST/ / WALL 1 IR' 1 I L S Q S T A 1 R R A I L S v 11/2j ENGINEERING (" ns-9003 Fw (a 7) na-a.n P.O. BOX 161613 AUaMONiE SPR . R 32715 DETAIL ® HANDRAIL 11, 3- ""MR" PEJ 4MI9 0 (/)_ 0� a_ LLL / I— U w E— H 00 QQ WW 00 :o2 5 Rai ip EYi' s1 s >s `s F`s Q Lo Ill o G W fig r•„�ion6: m� n� U— O designed by: rd drawn by: dm design Chedred by. 7 date: of-22-01 sheet CT i 2003 S3 of: